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LIST OF PUBLICATIONS 
OF THE 
US ARMY ENGINEER WATERWAYS EXPERIMENT STATION 

Volume I 
Compiled and Indexed in 
SPECIAL PROJECTS BRANCH, TECHNICAL INFORMATION DIVISION 
US Army Engineer Waterways Experiment Station 
PO Box 631, Vicksburg, Mississippi 39180-0631 

December 1986 
Approved For Public Release; Distribution Unlimited 
Science and 
Engineering Ubrmy 
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LIST OF PUBLICATIONS 
OF THE 
US ARMY ENGINEER WATERWAYS EXPERIMENT STATION 

Volume I 
Compiled and Indexed in 
SPECIAL PROJECTS BRANCH, TECHNICAL INFORMATION DIVISION 
US Army Engineer Waterways Experiment Station 
PO Box 631, Vicksburg, Mississippi 39180"'0631 

December 1986 
Approved For Public Release; Distribution Unlimited 

PREFACE 
Description of Contents 
Publications issued through October 1986 by the u. s. Army Engineer Waterways Experiment Station (WES) are listed herein and indexed according to the key-word-out-of-context method. The publications are grouped according to the technical laboratories that prepared them*; these laboratories and their primary fields of interest are as follows: 
~~-;~Jlineerin~ Research_~: Research on waves, wind, water levels, tides, currents and the resultant coastal processes; interaction of these forces and processes with shores, beaches, inlets, inner continental shelves, 
and coastal and offshore structures; shore and beach erosion control; flooding and storm protection; the location, design, construction, and operation of coastal harbors and coastal and offshore structures; and navigational improvements. Concrete_Laboratory: Research studies of concrete materials, methods, and equipment; laboratory and field investigations of concrete control, and of concrete, grouts, and grouting. Environmental Effects Laboratory: Reports on research regarding the environmental impacts of activities of the Corps and other government age~cies. Studies on environmental inventories and assessment of alternatives in constructing, operating, and maintaining authorized navigation channels; guidelines for recreation and roadside rest area waste treatment; feasibility of chemical fixation of hazardous waste; evaluation of overland flow mode of wastewater treatment; eco-system research and simulation; and results of the Dredged Material Research Program. Hydraulics Laboratory: River, tidal, wave action, and structural hydraulics studies conducted by office analysis, laboratory experi.nent, mathematical modeling, and field measurement. Mobility and Environmental Systems L~boratory: Field and laboratory studies of vehicle mobility, trafficability of soils, including methods of remote sensing of soil conditions, and studies to measure environmental aspects of terrain for military mobility and airfield construction purposes. Soils and Pavements Laboratorv: Geological investigations; laboratory testing and field exploration for design of earth structures and foundations; dynamic studies of soils; pavement design; development of expedient surfacings for military roads and airfields. 
* 	l:lecause the "List of publications" was growing so large and because the WES report numbering system changed when WES was reorganized, a decision was made to print the list in two volumes. This volume, Volume I, consists of all reports published under the series numbers that existed prior to the reorganization and of all miscellaneous subject reports. Volume II includes all reports published under 
the series numbers established after the reorganization. 
iii 
~~eons Eff~cts Laboratory: Theoretical, analytical, and experimental studies of the design of vrotective structures and of underwater shock effects. Also, studies of use of explosives for excavation; emplacement of nuclear devices; crater dimensions, slopes, and throwout; safety and side effects of explosives; theoretical and model studies of hydraulic properties of explosive-excavated channels; finite element analysis of stress distributions beneath explosiveexcavated channels; finite element analysis of stress distributions beneath explosive-excavated slopes; small-scale studies. 
Certain reports on related subjects such as hydrology, instrumentation, etc. are listed under the heading "Miscellaneous Subjects." Reports of Potamology Investigations and reports that have been published and distriubted by the \~aterways Experiment Station for other agencies are also 1isted. 
The general types of Waterways Experiment Station publications currenlty issued are Instruction Reports, Miscellaneous Papers, Research Reports, and Technical Reports (which have replaced the earlier Technical Memoranda). These are briefly identified as follows: 
_L~~~-~~!9-~-~~Eorts are, as their designation indicates, publications containing instructions for conducting tests, operating equipment, or for a complete datarecording program at a construction project. Miscellaneous Paeers include reports of investigations of limited scope and/or interest; papers prepared for professional journals; interoffice and intraoffice memoranda of sufficient importance to warrant making of record; or memoranda containing technical information written for record purposes only. Editions of Miscellaneous Papers may consist of a single file copy or a sufficient number of copies for general distribution. Res~~2-~~ are reports of basic (as opposed to applied) research studies. Technical Reeorts include preliminary or final reports of specific engineering investigations considered of interest and possible value to offices and agencies other than the sponsor, and reports of other major investigations of routine interest. Preliminary reports (which may also be designated as progress or interim reports) are usually unnumbered. Also, certain final reports describing studies of limited scope may be unnumbered. Technical Reports covering investigations of major importance or interest are numbered. 
In addition, reports prepared under contract for the Waterways Experiment Station are listed as Contract Reeorts at the end of each laboratory's listing. 
The Waterways Experiment Station formerly issued a series of publications designated Bulletins, which were serial publications on general subjects of current interest to the Corps of Engineers. Originally, these bulletins appeared in two series--the Hydraulic series and the Soil Mechanics series; later they were published in a single, combined series entitled "Waterways Experiment Station Bulletins." Publication of Bulletins has been discontinued. Early reports of the liaterways Experiment Station were published as PaEe~, a designation that has been supplanted by the present report formats. 
iv 
Publications of the \~aterways Experiment Station and other Corps of Engineers offices are distributed primarily to Department of Defense agencies and certain other agencies having an interest in the work reported. Copies remaining after the initial distribution will be furnished without charge to Federal Government agencies on request until the supply of the particular item is exhausted. Thereafter, copies can be obtained on loan from the Library Branch, Technical Information Division, Haterways Experiment Station. 
A number of reports in this list are footnoted "Statement B. See Preface." Distribution or loan of reports so footnoted is limited to u. s. Government agencies only unless permission for release can be obtained in special cases from the controlling office. 
Library copies of all publications listed herein (except as otherwise noted), includ
ing out-of-print items and any other engineering literature on file in the Library 
Branch, are available to Department of Defense agencies on loan from the Library 
Branch. 
The library loan privilege is also extended to other Federal and State agencies, 
scientific and educational institutions, and established engineering or industrial 
firms. In such cases, the loan period is usually limited to 30 days. Individuals 
not connected with the,Department of Defense can usually arrange for library loan 
either throu~h the main offices of their business concerns or through the inter
library loan services of their local libraries. Lending to persons outside the 
continental limits of the United States is not encouraged because of the extended 
time periods involved and risk of loss of publications in transit. 
All matters concerning the distribution or loan of \laterways Experiment Station 
publications or of publications published and distributed by the Waterways Experiment Station for other agencies srtould be addressed to the r..ommander and Director, 
u. s. Army Engineer Waterways Experiment Station, ATTN: WESIM-T, P. o. Box 631, Vicksburg, MS 39180-0631. 
With the exception of .li~!!_d_~29Js_f9!~~.!:.~2!!..<!..£.~ (page C-1), Hydraul_ic Desie;n .£!:2.~}-~ (page H-3), and Syml!<l~}~-2!!-~2-~~_9-tiv!!_I~~..L~!l;.l__g_yaluation of Air_£ort -~~~ (page S-48), the Waterways Experiment Station no longer sells its publications. 
Orders for the excepted publications should be addressed to the Commander and Director, 
u. s. Army Engineer ilaterways Experiment Station, ATTN: WESIM-TS, P. o. Box 631, Vicksburg, I~S 39180-0631. Reports listed in this volume having AD numbers can be purchased from the National Technical Information Service, u. s. Department of Commerce, 5285 Port Royal Road, Springfield, VA 22161; telephone ( 703) 487-4600. Costs of hard copies or microfiche copies of such reports are available from NTIS on request. 
v 
CONTENTS 
PREFACE iii 
REPORTS OF THE U. s. ARMY ENGINEER WATERWAYS EXPERIMENT STATION LABORATORIES 
COASTAL ENGINEERING RESEARCH CENTER 
Coastal Engineering Information Analysis Center Reports • • ••• CERC-1 Coastal Engineering Technical Aids • • • • 
••• • • • • • • • • CERC-2 
General Investigation of Tidal Inlets • • • ... • • • • • • • CERC-5 Miscellaneous Papers • • • • •• • • • ••• • • • • • • ••• • • • • CERC-7 Misc~llaneous Reports • • • • • •• • ••••• • •• • • • CERC-10 Reprints ~ ,. ,. " 4 ~ ,. ,. ,. ,. " ,. ,. ,. • ,. ~ ,. ... CERC-16 
Shore Protection Manual • • • • • • • • • CERC-24 Special Reports • • • • • • • • • • .... ... . . CERC-25 Technical Memoranda • • • • • • • • • . . . ... • • • • CEHC-26 Technical Papers • • • • • • • • • • • ... . .. CERC-30 
4 " " "
Technical Reports • • • • • • • • . . .. • • • • CERC-34 
Beach Erosion Board Miscellaneous Papers .. .. CERC-36 
Technical Memoranda .. . CERC-37 
CONCRETE LABORATORY 
Bulletins and Handbooks •• . .... . C-1
" Ill " " .. Ill
Miscellaneous Papers C-2 Technical Memoranda • .. ... C-27 Technical Reports • • • • • • • • • • • • • • • • • • • • • • • • • C-31 Concrete Technology Information Analysis Center Reports •• • • • C-40 Contract Reports ,. ,. ,. ,. " ,. ,. ,. " • " ,. • • ... ,. • • • • • " • • " • C-46 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program Information Exchange Bulletins ••• • • • E-1 Miscellaneous Papers • • • • • • • E-2 Technical Reports • • • • • • • • • • • E-5 Contract Reports • • • • • • • • • • E-21 
Dredged Material Research Program Synthesis of Research Results Technical Reports • • • • • • • ,. ,. ,. ,. • • • ,. ,. • • • • • • ,. • • • • ,. E-27 
Environmental Studies Miscellaneous Papers • • • • • • • • • • • • • • •• • • • • E-29 
Technical Reports 4 • 4 • ,. • 4 • 4 • ,. • ,. • • ,. • ,. • ~ ,. • ,. • E-32 Contract Reports • • • • ,. ,. • • • • • • • ,. ,. • ~ E-34 
Environmental and Water Quality Operational Studies Information Exchange Bulletins • • • • • • • • • • • • • • • • • • • • • E-36 
Reservoirs and Waterways Technical Reports • • • • • • • • • • • • • • • • • • • • • • • • • E-37 
Recreation Research Program Information Exchange Bulletins .. . .. E-38 
Technical Reports • • • • • • • .. . •• . . . E-39 
HYDRAULICS LABORATORY 
Bulletins H-1 Hydraulic Design Criteria • • • • H-3 
vi 
CONTENTS 
HYDRAULICS LABORATORY (Cont) 
Instruction Reports • • • •••• • • • • • ••• • • Miscellaneous Pap~rs • ••••• • •••••••••••••••••••••• Mississippi Basin Model Reports • • • • • • • • • • • • • • • 
Papers • ~ • ,. •• • • • • • • • • • • • • • • • • • • • • • • • • • • Research Reports • • • • • • • • • • • • • • • • • ...
• '!I • " 
Technical Memoranda • • • • •• • • • • • • • • • •• • • • ..... 
Technical Reports • • • • • • • • • • • • • • • • • •• ... Contract· Reports • • • • • • • • • ••• • ••••• • •••• ..... " .. 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Instruction Reports • • • • ... • • • ... • • • • • • • • • • • Miscellaneous Papers • • • • • • • • • • • • • • • • • • • • •••• Technical Memoranda • • • ... • • • • ••••• • • • • • •••••••• Technical Reports • • • • • • • • • • • •••• • • •• • • • • • • • ••• 
Puvements and Soil Trafficability Information Analysis Center Reports •• Contract Reports • • • • • • • • • • • • • • • • • • • • • • • • • " • • • • • 
Aquatic Plant Control Research Program Information Exchange Bulletins • • • • Instruction Reports •••• • • • • • • • • • • • • • ••• Miscellaneous Papers • • • • • • • • • ••• • • Technical Reports • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • Contract Reports • • • • •• • • • • • • • • • • • • 
SOILS AND PAVEMENTS LABORATORY 
Bulletins ••••• • ••• • • •• • • • • •••• • •••••• • • Instruction Reports • .• • • • • • • • •• • • • •••• • • • •• • • • • • Miscellaneous Papers • • • • •• • • • • • • • • • • • • • • ... • • • ... • • • • Research Reports • • • • • ,. ,. • • • • • .. • ~ • • • ~ • ,. ,. ••
8 • • • • •• 
Technical Memoranda • • • • • • • • • • •• • • • • • • 
Technical Reports • • • • • • • • • • • • • • • • • • • • • • •• • • • "' •• Translations. • • • • • • ••••••••••••••••••• ,. Soil Mechanics Information Analysis Center Reports • • • • • • • • • • • • •• Contract Reports • • • • • • • • ,. • • • ,. ,. • • • • ,. • • • ••• ,. • • • 
WEAPONS EFFECTS LABORATORY 
Instruction Re~orts • ."' "' "' . . "' .... .. . .. 
Miscellaneous Papers ................. . 

PNE (Peaceful Uses of Nuclear Energy) Reports . .. . .. 
Research Reports • • • • • • ." ..... ............ " "' ." " " " . 

Technical Memoranda • • • • • . " .. ,. 
Technical Reports • • • • • • 

....... 1111 ....... 1111 ........... . 

Contract Reports. • • • • • • 
MISCELLANEOUS SUBJECTS 
Bulletins (including those for Project ES-173, Development of 
Hydrologic Equipment) • • • • • • • • • ••••••••••••••••••• Information Exchange Bulletins ••• • • •• • • • •••• • • •••• Instruction Reports • • • • " • 1111 • • • ,. ,. ,.
1111 •• •• • •• • ••• • 
Miscellaneous Papers • • • • • • • • • • ••• • •• Technical Memoranda • • ,. • ,. • • • • • • • • 11 • • " • • ,., ••
11 • • • •• •• 
Technical Reports •• • • • •• • ••• • . . " .. . . . . . . 
Annual Summary. • • • • • • • • • • • • • • . . " " .... " ... . .." .. 
Contract Reports. • • • • • • • • • • • .. 
REPORTS OF POTAMOLOGY INVESTIGATIONS 
vii 
H-3 
H-4 H-21 H-26 H-27 H-30 H-42 H-70 
M-1 M-2 M-17 M-20 M-34 H-35 
M-46 M-46 M-47 M-48 M-52 
S-1 S-2 S-4 S-54 S-55 S-74 S-97 S-98 S-99 
IJ-1 
W-2 W-14 
~1-19 
W-20 W-28 W-43 
MS-1 MS-2 MS-3 MS-4 MS-10 MS-11 MS-12 MS-12 
P-1 
CONTENTS 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY U4 S4 ARMY ENGINEER 1/ATERWAYS EXPERIMENT STATION FOR OTHER AGENCIES 
American Society of Civil Engineers, The Engineering Foundation, 
and others ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ••• 4 -~ -~ -• ~ ~ -• • --~ Z-1 
International Training Administration. • 4 • ••• • • • • ••••••• Z-1 Joint Services Civil Engineering Research and Development Coordinating Group (JSCERDCG) • • • • • • • • • • • • • • • • • • • • • • • • . . Z-1 Mississippi River Commission ••••••••• • ••••• • Z-1 Office, Chief of Engineers, Department of the Army • •••• • ••••• • • Z-1 Section 32 Program, Streambank Erosion C~ntrol Evaluation and Demonstration • • • • • • .. .. Z-3
• 	4 • 
u. s. Air Force Systems Command •••• 	Z-7 
u. s. Air Force Weapons Laboratory • • • •• • • • • • • . .. 4 Z-7
• 
u. s4 Army Corps of Engineers r~mmittee on Channel Stabilization • . .. Z-7 u. s. Army Corps of Engineers Committee on Tidal Hydraulics Z.-9 u. s. Army Engineer Districts ••••••••••••• • • • • • •• Z-13 u. s. Arm~ Engineer Division, Lower Mississippi Valley • • • •• • • • Z-14 u. s. Army Research Office • • • • • • • • Z-14 u4 s. Defense Nuclear Agency .... • • • .. .. • .. • .. • • • • • ~ ..... • Z-14 
u. s. Environmental Protection Agency • • • • • • • • • • • • • • Z-15 
u. 	s. Environmental Protection Agency/Corps of Engineers Technical Committee on Cri teri!3 for Dredged and Fill Material • • • • • •• Z-15 
u. s. Federal Aviation Administration • • • • • • • • • • •• 	Z-16 
u. s. Federal Highway Administration •• • • • • • •••••• . .. Z-17 
u. s. Naval ~leapons Center 4 • • • • • • 4 • 4 4 4 • • 4 • • •• 	Z-18 
u. s. Weather Bureau and Corps of Engineers, u. s. Army • • • . .. Z-18 
INDEX 	1-INDEX 
viii 
REPORTS OF 
u~ S. ARMY ENGINEER WATERWAYS EXPERIMENT STATION 


COASTAL ENGINEERING RESEARCH CENTER 

JIIII!III!IIII!!'II'IIB a!'lle!'llt:...; ,_,-::'!:-~·2Si::l..~~..~.r.....~.-~~.m~..~~_.............Rnaa~a~.-.......................a~""~~~·-~

................................. ===~ WJE. J&& a ...111 

CERC-1 
Number Date Unnumbered Dec 19tl1 
COASTAL  ENGINEERING  RESEARCH  CENTER  
.ill}~~--------------------------------------------Bibliography of Publications of the r.oastal Engi.neerin~ Research Center and the Beach Erosion Board, by Andre Szuwalski and Linda Clark  AD Number-----------AD A115 251  

CERC-2 
COASTAL ENGINEERING RESEARCH CENTER 
Nwnber Date Title AD Number CDM 76-1 May 1976 A Simplified t1ethod for Determining Vertical Breakwater AD A02'7 ll98 Crest Elevation Considering Wave Height Transmitted by Overtopping, by w. N. Seelig CETA 77-1 Jul 1977 A Simple Computer Model for Evaluati'lg Coastal Inlet AD A046 822 
Hydraulics, by w. N. Seelig CETA 77-2 Jul 197'7 Prediction of Irregular Wave Runup, by J. Ahrens l~.D A044 107 CETA 77-3 Aug 19'!7 PlantinG Guidelines for Marsh Development and Bank AD A046 54'7 
~tabilization, by P. L. Knutson CETA 17-4 Sep 19I7 Planting Guidelines for Dune Creation and StabiliAD A046 170 
zation, by P. L. Knutson CETA 17-5 Sep 1<Jf7 Wave Setup on a Slopine;; beach, by J. R. Les!'lik AD A047 353 CETA 77-6 Oct 1977 A t1ethod for Estimati'lg \lind-Have Growth and Decay AD A047 828 
in Shallow Hater with High Values -Jf B::>ttom Friction, by F. E. Camfield CETA 77-7 Dec 1977 Prediction of Irregular Wave Overtop~ing, by J. Ahrens AD A049 J80 CETA 77-8 Dec 19'{7 Procedures for Preliminary Analysis of Tidal Inlet AD A049 8d1 
Hydruulics and Stability, by R. M. Sorensen 
CETA 78-1 Feb 1978 Acceleration and Impact -Jf Structures Moved by AD A053 173 
Tsunamis or Flash Floods, bv F. E. Camfield 

CETA 78-2 Jlll 197 8 Cevised Wave Runup Curves for Smooth Slopes, AD A0)8 407 by P. lj. Stoa CETA 79-1 Jul 1979 Wave Runup on Rough Slopes, by P. ~. Stoa AD AO'{ j 354 CI::TA '79-2 t1ay 19'79 A Method for Estimating Long-Term Erosion Rates AD A0'72 469 from u Long-Term Rise in \later Level, by J. R. Weggel CETA '79-3 Sep 1979 Sampling Macroinvertebrates on High-Energy Sand AD A0?7 070 oeaches, by A. K. Hurme, R. M. Yancv, and E. J. Pullen 
CETA 79-4 Sep 1979 	Determination -Jf Mooring Load and Trun~uitted Wave AD AO'l'l 905 Height for a Fl-Jating Tire Breakwater, by 1'1. L. Gile'> and J. w. Eckert 
Cr:TA 79-5 Oct 1979 Estimating l~earslwre Sit;nificant llave Hei6ht for AD AOT( 906 Irregular Waves, by w. N. Seelig CETA '79-6 Oct 1979 Estimation of Wave Transtnission Coefficients for AD A079 J01 Permeable Bre~kwaters, by w. N. Seelig CETA '(9-7 [JOV 1'j79 Definition anJ Use of the Phi Grade Sc3le, bv H. D. 1\.D AOSO 9U3 Hobson CETA iJ0-1 Feb 1980 Maximum Uuve Hei~hls anJ Critical Water Depths for l\.D AOG4 222 Irre~ular Waves in the ~urf Zone, bv w. N. Seeli~ 
CERC-3  
COASTAL  ENGINEERING RESEARCH CENTER  
!lumber  Date  Title  AD  Number  
CETA  80-2  Feb  1980  Planting Guidelines for Seagrasses, by  R~  c. Phillips  AD  A085 592  
CETA  80-3  Mar  1980  Computation of Longshore Energy Flux  Using  LEO  Current  AD  A085  526  
Observations, bv T.  L. Walton,  Jr.  
CETA  80-4  Mar  1980  Data  Collection  Methods for Sand  Inventory-Type Surveys,  AD  A087  260  
bv D.  A. Prins  
CETA  80-5  Jul  1980  Interpretation of Wave  Energy Spectra, by E.  F. Thompson  AD A089 624  
CETA 80-6  Apr  1980  A Guide  for  Estimating Longshore Transport  Rate  Using  AD A087  261  
Four  SPM  Methods, by P.  Vitale  
CETA  80-7  Dec  1980  Estimation of Wave  Transmission  Coefficients for Over AD A098 388  
topping of Impermeable Breakwaters, by W.  N. Seelig  
CETA  80-8  Dec  1980  Estimation of Flow Through Offshore  Breakwater G~ps  AD A097  986  
Generated bv Wave  Overtopping,  bv w.  N. Seelig and  
T. L. Walton,  Jr.  
CETA  81-1  Jan  1981  \lave  Loading  on  Vertical  Sheet-Pile Groins and  Jetties,  AD A098  059  
bv  J. R. vleggel  
CETA  81-2  Jan  1981  Seaward  Limit of Significant Sand  Transport bv \laves:  AD  A099  717  
An  Annual  Zonation for  Seasonal  Profiles, by  R. J.  
Hallermeier  
CETA  81-3  Jan  1981  A Model  for the Distribution Function  for Significant  AD  A097  983  
Wave  Height, by  E.  F.  Thompson  
CETA  81-4  Jan  1981  Predicting Adjustments in Shore and  Offshore Sand  AD  A097  987  
Profiles on  the Great  Lakes, by  E.  B.  Hands  
CETA  81-5  Mar  1981  The  Littoral  Environment Observation  (LEO)  Data  AD  A101  855  
Collection  Program, by C.  Schneider  
CETA  81-6  Jun  1981  A Method  to  Forecast Sedimentation Rates Resulting  AD  A103  165  
from the Settlement of Suspended  Solids Within  Semi 
enclosed  Harbors, by  C.  H.  Everts  
CETA  81-7  Jun  1981  Some Observations  on  the  Ecor.ornics of "Overdesignir.g"  AD  A107  240  
Rubble-Mound  Structures with Concrete Armor,  by J.  R.  
\·leggel  
CETA  81-8  Jul  1981  An  Inexpensive,  Portable Vibracoring Svstem for  Shallow AD  A104 323  
Water and  Land  Application,  bv K.  Finkelstein and  
D. Prins  
CETA 81-9  Jul  1981  Use of Vibratorv Coring Samplers for  Sediment Survevs,  AD  A103  158  
by  E.  P.  Meisburger and  s.  J. Williams  
CETA  81-10  Jul  1981  Critical \-lave  Conditions for  Sand  Motion  Initiation,  AD  A104  376  
by R.  J. Hallermeier  
CETA  81-11  Aug  1981  Fast,  Accurate Two-Person Beach Survevs, bv v.  A.  AD A107  285  
Birkemeier  

CERC-4 
COA~TAL ENGINEERING RESEARCH CENTER 
Number Date Title AD Number 
----·---------------·-----·-·---------------------------------------
--·-~---·---- --~--·--- 
CETA  81-12  Aug  1981  Prediction of v/ave  Refraction and  Slloaline;  U<~ing  AD  A 107 241  
Two  Numerical  Models, by  J. M.  Hubertz  
CI::TA  \31-13  vet  1981  Products from  Two  Com~uter Programs Which  Process Digital  AD  A108 751  
Bathywetric Data, by B.  E. Herchenroder  
CETA  81-14  Oct  19d1  Effects of Currents on  \laves, by  B.  E.  Herchenroder  AD  A 110 486  
CETA  81-15  Nov  19[!1  Guidelines  for  Establishing Coastal Survey  Base  Lines,  AD A110  738  
by J.  M. Hemsley  
CETA  81-16  Nov  1981  A Method  for  Estimating Depth-Limited \lave  Energy,  AD  A112 521  
oy  c. L.  Vincent  
CETtl.  81-1'7  Dec  1981  Irregular  ~lave Run up  on  Smooth Slopes, by J.  P. Ahrens  AD A113  648  
CETA  82-1  Jan  19[!2  Hand-Held  Calculator Algorithms  for  Coastal Engineering,  AD  A116 206  
by T.  L. Walton,  w.  A. birkemeier,  and  J.  R.  Weggel  
CETA  82-2  Feb  1982  Energy  Losses of Waves  in  Shallow Water, by W.  G.  AD A116  274  
Grosskopf and  c. L.  Vincent  
Ci::TA  52-3  Feb  1982  Shore  Erosion  Control  with Salt Marsh  Vegetation,  AD  A116  309  
oy  P.  L.  Knutson  and  M.  R.  Inskeep  
CETA  82-4  i~::>v  1932  Hand-Held  Calculator Algorithms  for  Coastal  AD  A123  965  
Engineering (Second Series), by T.  L. Walton  
CETA  82-5  N::>v  1982  Jse ·::>f  Hit:h  Resolution  Seisulic  Reflection  and  Side-Scan  AD  A126  497  
Sonar  E4ui;;ment  for  Offsnort:! Surveys, by  s.  J. llillia.ns  
CETA  82-6  Dec  19132  A  L-:>>J-Co,;t  Planting  Techni4ue  for  Eel11,rass  (Zos.!:_~~  ADA12.:)  :171  
!~_r_ina L.), by  N. s.  fonseca,  W.  J.  Kem;orthy,  and  
G.  W.  Thayer  
CETA  82-'7  L>ec  1982  Prediction of Nearshore Have Transformation,  bv  AD  A125  104  
J. t1.  ilubertz  
CETA  83-1  Mar  19SJ  Calculation of  ·.~ave  Shoaling with  Uissipation Over  AD  A128  933  
Nearshore Sands, by  R. J. Hallermeier  

CERC-5  
COASTAL  ENGINEERING  RESEARCH  CENTER  
Number--·----...... -..... -- Date---·--·-- Title  AD  Number  
GITI  2  Jun  1975  Catalog of Tidal  Inlet Aerial  Photo5raphy, by  J.  H.  AD A012 798  
l:larwis  
GITI  3  Feb  1976  Tidal  Prism-Inlet Area  Relation~hip~, by  J. T.  Jarrett  AD  A022  32?  
GITI  4  Jan  19"{6  Annotated  Bibliography  on  the Geologic,  Hydraulic,  and  AD  A020  355  
Engineering Aspects of Tidal  Inlets, by  J. H. l:larwis  
GITI  5  Feb  19'(6  Notes  on  Tidal  Inlets  on  Sandy Shore,'!,  uy  M.  P.  O'Brien  AD  A022  J2o  
GITI 6  JU!l  1977  Compari~on of Nur11erical  and  Physical Hydraulic  r1odel~,  AD A052  795  
Masonboro  Inlet,  North  Carolina, by  D.  L.  llarri~ and  
B.  R.  Bodine  
JU!l  1977  Appendix  1  Fixed-Bed  Hydraulic  f1odel  Re~ults, by R.  A.  AD  A052  '796  
Sa~er and  ~.  c. Seabergh  
Jun  19Tf  Appendix  2  Numerical  Simulation of Hydrodynamics (WRE),  
~Y F.  D. Masch,  R.  J.  Brandes,  and  J. D.  
Reagan:  
Jun  19'7'7  Volume  AD  A052  797  
Jun  1'-Jf7  VolUioe  2  AD A052 '798  
J•Jn  19Tf  Appendix  3  Numerical  Simulation of Hydrodynamics  AD A052 '{99  
(Tracor), by  R.  J.  Chen  and  L. A.  
Hembree,  Jr.  
Jun  1977  Appendix  4  Simplified  fJumerical  (Lumped Parameter)  AD A052  aoo  
Simulation, by  c.  J. Huval  and  G. L.  
\·linteq;;er st  
GITI  7  Jun  1976  Model  Materials Evaluation;  Sand  Tests; Hydraulic  AD 1.026  699  
Lab<:>ratory  Inve~tigation, uy  E. c. f1cNair  
GITI  8  Ja!l  1977  Hydraulics and  Dyne:unics of New  Corpus  Christi  Pass,  AD  A038  472  
Texas:  A Case History,  1')72-73, by  E. il.  Behrens,  
R.  L.  Watso!1,  and  c.  Mason  
GITI  9  Sep 1<;76  Hydraulics and  Dyna,oics of New  Corpus  Christi  Pass,  AD  A03J  607  
Texas:  A Case History,  1973-75, by  R.  L.  Watson  and  
E.  W.  Behrens  
GI'fi  10  Sep  19'76  Hydraulics and  Dynamics of North  Inlet,  South Carolina,  AD  A033  419  
11.)74-75, by R.  J. Finley  
GITI  11  Apr 19T/  Laboratory  Investi~ation of Tidal  Inlets  on  Sandy  AD  A040  021  
Coasts,  by  H.  E.  Mayor-Mora  
GITI  12  ~lay 197'1  "  Case  History of Port Mansfield  Channel,  Texas,  AD  A042  651  
by  J. M.  Kieslich  

CEHC-6  
COASTAL  ENGINEEHING  HESEARCH CENTER  
Number  Date  Title  AD  Number  
GITI  13  Auf\  1977  Hydraulics and  Stability of Tidal  Inlets, by  AD A045  523  
F. F. Escoffier  
GIT I  14  Nov  1977  A Spatially Integrated  Numerical  Model  of Inlet  AD 1\.050  315  
Hydraulics, by w.  N. Seelig,  D. L. Harris,  and  
B. E. Herchenroder  
GITI  15  Nov  1977  Physical Model  Simulation of the Hydraulics of  AD A055  523  
Masonboro  Inlet,  North Carolina, by  R.  A.  Sager and  
w.  c. Seabergh  
GITI  16  Sep  1978  Hydraulics and  Dynamics of North  Inlet,  South Carolina,  AD A063  986  
1975-76, by  D. Nu~aedal and  s. M.  Humphries  
GITI  17  Feb  1979  An  Evaluation of Movable-Bed  Tidal  Inlet Models,  by  AD  A077  686  
s. c.  Jain and  J.  F.  Kennedy  
GITI  18  Hay  1980  Supplementary Tests of ilasonboro  Inlet Fixed-Bed  AD A088  '761  
Model:  Hydraulic  Model  Investigation, by w.  c.  
Seabergh and  R.  A.  Sager  
GITI  19  Oct  1981  Tidal  Inlet Response  to  Jetty Construction, by  AD  A112  448  
J. M.  Kieslich  
GITI 20  May  1980  Geometry of Selected  u.  s. Tidal  Inlets, by  c. L.  P.D 1\.087  '{95  
Vincent and  w.  D. Corson  
GITI  22  Feb  1t,J82  Evaluation of Physical  and  Numerical  Hydraulic  AD A116  110  
Models,  Masonboro  Inlet,  North  Carolina, by  J. E.  
1·1cTamany  

CERC-7  
COASTAL  ENGINEERING  RESEARCH CENTER  
Miscellaneous  Paper~  
~er  Date  Title  ·----·---- AD Number------- 
MP  1-64  Jan  1964  Concrete Block Revetment Near Benedict, Maryland, by  AD  440 882  
J. v. Hall,  Jr., and  R. A. Jachowski  
MP  2-64  Apr  1964  Calculation Procedures for Sand  Transport by Wind  on  AD  440 883  
Natural  Beaches, by A.  Kadib  
MP  3-64  Apr  1964  Summary of Capabilities, by A.  c. Raynor and  G. w.  AD  440 884  
Simmons  
MP  4-64  May  1964  Land  Against the Sea, by A.  c. Raynor,  ed.  AD  453 227  
MP  5-64  Oet  1964  A Pictorial History of Selected Structures Along  AD  612 764  
the New  Jersey Coasts, by w.  H. Vesper and  M. G.  
Essick  
MP  6-64  Nov  1974  Beach Changes at  Virginia Beach, Virginia, by W.  AD  612 765  
Harrison and  K.  A.  Wagner  
MP  1-66  Jan  1966  Interagency Conference  on  Continental  Shelf Research,  AD  629 978  
by  N. E. Taney  
MP  1-67  Jan  1967  The Wave  Record  Program  at  CERC,  by J.  M. Darling and  AD  652 252  
D. G. Dumm  
MP  2-67  Mar  1967  A Compilation of Longshore Current Data, by c. J. Galvin  AD  652 253  
and  R. A. Nelson  
MP  3-67  Jun  1967  A Feasibility Study of  a Wave-Powered  Device  for  Moving  AD  655 259  
Sand,  bv F.  F. Monroe  
MP  1-68  Jul  1968  Annotated  Bibliography of BEB and  CERC  Publications, by  AD  673 721  
R. H. Allen and  E.  L.  Spooner  
MP  1-69  Apr  1969  Oolitic Aragonite and  Quartz Sand;  Laboratory Comparison  AD  688 877  
Under Wave  Aetion, by F.  F. Monroe  
MP  2-69  May  1969  Radioisotopic  Sand  Tracer Study,  Point Conception,  AD  690 804  
California, by  D.  B.  Duane  and  c. w.  Judge  
MP  3-69  Sep  1969  Pipe Profile Data and Wave Observations from the CERC Bea("h Evaluation Program, Januarv-March 1968, bv H. D.  AD  697 715  
Urban and  c.  J. Galvin  
MP  1-70  Jan  1970  Experimental  Dunes of the Texas Coast,  bv B.  o. Gage  AD 702  902  
MP  2-70  Feb  1970  Littoral  Environment Observation  Program in  AD  704 720  
California, Preliminary Report, by A.  Szuwalski  
MP  3-70  May  1970  RAPLOT,  A Computer Program for  Data  Processing and  AD  708 556  
Graphical Display for  Radioisotopic  Sand  Tracer Study,  
by  P. A. Turner  
MP  4-70  Aug  1970  Tracing Sand Movement in the Littoral Zone: the Radioisotopic Sand Tracer (RIST) Studv,  Progress in Julv 1968- AD  713 001  
February 1969, by D.  B. Duane  

CERC-8  
COASTAL  ENGINEERING  RESEARCH  CENTER  
Miscellaneous Papers  
Number  Date----- Title  AD  Number  
MP  1-71  Sep  1971  Longshore Sediment Transport  Rates:  A Compilation of  AD 734 891  
Data, by M.  M. Das  
MP  1-72  Apr  1972  GROINS:  An  Annotated  Bibliography, by J. H.  Balsillie  AD  743 942  
and  R. H. Bruno  
MP  2-72  Apr  1972  A Glossary of Coastal  Engineering Terms, by R.  H. Allen  AD 744 804  
MP  3-72  Nov  1972  Coastal  Imagery Data  Bank:  Interim  Report, by  AD  755 508  
A. Szuwalski  
MP  1-73  Jan  1973  Ecological  Effects of Offshore Dredging and  Beach  AD  756 366  
Nourishment:  A Review, by  J.  R.  Thompson  
MP  2-73  May  1973  An  Annotated  Bibliography of Aerial  Remote  Sensing in  AD 766 720  
Coastal  Engineering, by D.  B. Stafford,  R. o. Bruno,  
and  H. M. Goldstein  
MP  1-74  Feb 1974  Bed  Form Development and  Distribution Pattern,  Parker  AD777911  
and  Essex  Estauries,  Massachusetts, by  J. c.  Boothroyd  
and  D.  K.  Hubbard  
MP  2-74  Mar  1974  A Glossary of Ecological  Terms for Coastal  Engineers, by  AD  777 764  
A.  K.  Hurme  
MP  3-74  May  1974  Bolinas Lagoon  Inlet, California, by J. W.  Johnson  AD 785 747  
MP  4-74  Jun  1974  Hydraulic  Method  Used  for  Moving  Sand  at  Hyperion  Beach  AD  785 552  
Erosion Project,  El  Segundo,  California, by J. Hurd  
MP  1-75  Jan  1975  A Primer of Basic  Concepts of Lakeshore  Processes, by  AD  A008 010  
D.  B.  Duane,  et al.  
NP  2-75  Feb  1975  Guidelines for Monitoring Shore  Protection Structures  AD  A009 500  
in the Great  Lakes  
MP  3-75  Apr  1975  Features of Various Offshore Structures, bv J.  AD  A012 843  
Peraino,  et  al.  
MP  4-75  Apr  1975  Concept Analysis:  Offshore Breakwater-Oil  Storage  ~.D  A010 348  
Svstem, by  J. Peraino and  T. Plodowski  
MP  5-75  Apr  1975  A Selected  Bibliographv of the  Nearshore Environment:  AD  A012 854  
Florida v/est Coast, by C.  H. Saloman  
MP  6-75  Apr  1975  Establishment of Vegetation for  Shoreline Stabilization  AD  A012 839  
in Galveston  Bav, by  J. D.  Dodd  and  J. w. Webb  
MP  7-75  Jun  1975  Evaluation of Potential  Use of Vegetation  for  Erosion  AD A014  137  
Abatement  Along the Great  Lakes  Shoreline, bv  v. L.  
Hall  and  J.  D.  Ludwig  
MP  8-75  Sep  1975  Effects of Engineering Activities  on  the  Ecologv of  AD  A016  948  
Pismo Clams,  bv  J. Nybakken and  M. Stephenson  

CERC-9 

COASTAL  ENGINEERING RESEARCH  CENTER  
Date----- ill.!.lL-----·------------------------- AD  Number  
MP  9-75  Sep 1975  Constru~tion and Stabilization of Coastal Foredunes with Vegetation: Padre Island, Texas, by B-E. Dahl, et al.  AD  A018  065  
MP  10-75  Oct  1975  Bea~h Profile Changes: East Coast of Lake Mi~higan, 1970-72, by R-A~ Davis, Jr., w. G. Fingleton, and  AD  A018 891  
P~  c~  Pritchett  
MP  11-75  Dec  1975  Sand  Level  Changes  on  Torrey Pines  Bea~h, California,  AD  A019 833  
by  c~  E. Nordstrom and  D. L- Inman  
MP  12-75  Dec  1975  Wave  Hunup  on  a  1 on  10 Slope, by  J. Ahrens  AD  A021  577  

CERC-10  
COASTAL  ENGINEERING  RESEARCH  CENTER  
Nwnber  Date  Title  AD  Number  
MR  76-1  Jan  1976  Effects of Suspended  Soils  on  Selected  Estuarine  AD  A022  653  
PlanKton,  by  J.  A.  Sherk,  Jr.,  J.  M.  O'Connor,  and  D. A.  
Neumann  
MR  76-2  Jan  1976  An  EHTS-1  Study of Coastal  Features  on  the  North  Carolina  AD  A022  Jj6  
Coast, by  G. H. Miller  and  D. w.  Berg  
NR  76-3  Feb  1')76  Dune Stabilization with Panicum amarum Carolina Coast, by E. D. Seneca, w. >1.  Alone~ the North i/oodhouse, Jr.,  AD  A02j  1'78  
and  s. w.  Broome  
MR  76-4  Mar  1976  Simplified Design  Methods  of Treated  Timber  Structures  AD  A022  33'7  
for  Shore,  Beach,  and  Marina  Construction,-by  J. Ayers  
and  R. Stoke.<>  
MR  76-5  Mar  1976  Reflection  and  Transmission  Characteristics of Porous  AD  A023  G32  
Rul!ble-t·lound  Breakwaters,  uy  o. s. Madsen  and  s. M.  \lhite  
MR  76-6  Apr  1976  Vegetative Study  at  the  Duck  Field  Research  Facility,  AD  A025  1'78  
Duck,  North  Carolina, by  G.  F.  Levy  
MR  76-7  May  1976  Survey of Coastal  Revetment  Types,  by  B.  L.  t1cCartney  AD  A02G  255  
MR  76-8  Hay  1976  Diurnal Variations  in  Visually Observed  Breaking Waves,  AD  A028  275  
by  P. c.  Pritchett  
MR  76-9  Jun  1976  ~ave Attenuation by Artificial  Seaweed,  by  J. Ahrens  AD  A028  274  
t1R  76-10  Aug  1976  The  Benthic  Fauna  c.md  Sed irnen t s  ·') f  the  Near shore  Zone  AD  AO_l1  992  
off  Panama  City Beach,  Florida, by  c.  H. Salornan  
MR  76-11  N-::>v  1976  Measurement  Techni4ues  for  Coastal  Waves  and  Currents,  AD  A033  041  
by  P. G. Teleki,  F.  R.  Musialowski,  and  D. A. Prins  
HR  Tf-1  Feb  19'77  A Positive  Displacement Oscillatory \later  Tunnel,  by  AD  AOJ8  593  
K.  E.  B.  Lofquist  
MR  77-2  Mar  19'{7  Marine  Pipelines:  An  Annotated  Bibliography, by  AD  AOjG  '74'7  
G.  L.  Bowie  and  R.  L.  Viiee,el  
MR  77-3  Har  19T/  Size  Analysis of Sand  Samples  from  Southern  New  Jer~ey  AD  A040  082  
Beaches,  by  M.  D.  R<:Jrr1sey  and  c.  J. Galvin,  Jr.  
MR  77-4  Har  1977  A Laboratory Study of the Stability of Sand-Filled  Nylon  AD  A039  265  
Bag  Brea~water Structures, l!y  R.  E.  Ray  
MR  77-5  Mar  1977  Analysis of StJort-Terrn Variations  in  Beach  i'lorpholoe;v  AD  t.039  2li6  
(and  Concurrent  Dynamic  Processes)  for  Surruner  and  
Winter  Periods,  19'(1-'72,  Plum  Islanu,  t~assachusetts,  
by  H. w.  Abele,  Jr.  
f1H  Tf-6  Apr  19Tf  !:leach  Fauna  Study of the  CEHC  Field  Research  Facility,  AD  A040  5lJJ  
Duck,  North  Carolina, by  J.  F.  Matta  

CERC-11  
COASTAL  ENGINEERING  RESEARCH  CENTER  
Number  Date  Title  AD  Number  
MR  7'!-'7  Laboratory Effects  in  Beach Studies:  
Jun  19'77  Volume  I  Procedures  Used  in  10  Movable-Bed  Au  A043  i3'70  
Experiments, by  R.  P.  Stafford  and  c. B.  
Chesnutt  
Aug  19Tf  Volume  II  Movable-Bed Experiments with H0 /L0 = (1970), by c. B. Chesnutt and H. P.  0. 021  AD  A045  462  
Stafford  
Nov  197'{  VolUJne  III  Movable-Bed  Experiments  with HjL.,  =  0.021  AD  A049  871  
(19'(1), by  c.  B. Chesnutt and  R. P.  
Stafford  
Dec  197'7  Volume  IV  Movable-Bed  Experiments with HJLu=  0.021  AD  A05 1  872  
(1912), by C.  B. Che~nutt and  R. P.  
Stafford  
Dec  197'{  Volume  V  Movable-Bell  Experiments  with H,/L0  =  0.039  AD  !i.051  484  
(19'72),  by  c.  B. Chesnutt  and  R. P.  
Stafford  
Mar  1978  Volume  Vl  Movable-Bed  Experiments 1dth 1\/L, =  0.004  AD  A055  186  
by  c.  B. Cilesnutt and  R.  P.  Stafford  
t1ar  1978  Volume  VII  Movable-Bed Experiments with H 0 /nv= 0.013 by c. B. Chesnutt and R. P. Stafford  AD  A055  021  
Jun  1978  Volume  VIII  Analysis of Results  from  10  Novable-Bed  AD  A053  703  
Experiment'3, by  c.  B. Cl!esnutt  
MR  77-8  Jul  19Tf  Monitorin~ of  foredune~ on  Padre  Island,  Texas,  by  AD  A04j  375  
B.  E.  Dahl  and  J.  P.  Goen  
MR  77-9  AuG  1977  The  History of the  Beach  Erosion  Board,  u.  s. Army  AD  i\.045  469  
Corps of Enbineers,  1930-63, by M.  L. Quinn  
t·1R  77-10  Oct  197'{  Mdthematical  t-iodelin~  of Shor-eline  Evolution, by  AD  A047  641  
B. Le  Mel!aute  and  M. Soldate  
MR  77-11  N·:>V  197'{  Sand  Resources  on  the  Inner  Continental  Shelf ·::>f  the  AD  A049  132  
Cape  Fear  Region,  North  Carolina,  by  E.  P.  Meisburber  
MR  77-12  Dec  1977  Beach  Erosion  and  Accretion  at  Virginia Beach,  Virginia,  AD  .4.049  563  
and  Vicinity, by  v.  G·::>lJS!Ilith,  s.  c.  Str<.un,  and  G. R.  
Thoma«  
MR  78-1  Jan  1'378  Shoreline  Plant Establishment and  Uc:e  of  a  \-/ave-Stilling  AD  A053  23)  
Device,  bv  J. H.  i/ebb  dnd  J.D. Dodd  
NR  78-2  May  1'378  An  Annotated  Bibliobraphy of CERC  Coastal  Ecologv  AD  A05ll  (12  
Research,  0y  E.  J.  Pullen,  et  al.  

CERC-12 
COASTAL ENGINEERING RESEARCH  CENTER  
Number  Date  Title  AD  Number  
MR  '{8-3  Sep  19'78  Ecological Effects of an  Artificial Island,  Rincon  AD A062  065  
Island,  Punta Gorda,  California, by G.  F. Johnson  and  
L. A. de'rlit  
MR  78-4  Dec  1978  Effects of Beach Replenishment  on  the  Nearshore Sand  AD A067  308  
Fauna at  Imperial Beach,  California, by T.  Parr,  D.  
Diener and  s. Lacy  
MR  79-1  Feb 1979  An  Annotated  Bibliography on  Detached  Breakwaters and  AD  A068 981  
Artificial Headlands, by  J.  R.  Lesnik  
MR  79-2  Bank Erosion  Control with Ve6etation,  San  Francisco Bay,  AD  A072 924  
California, by  c.  L. Newcombe,  et al.  
MR  '79-3  Jul  1979  Sand  Resources of Soutlleastern Lake  Michigan, by E.  P.  AD  A073  817  
Meisburger,  s.  J. Williams,  and  D. A. Prins  
HR  79-4  Jul  1979  Sediment Distribution Sand  Resources,  and Geologic  AD  A074  393  
Character of the Inner  Continental Shelf Off  
Galveston County,  Texas, by s.  J. Williams,  D. A.  
Prins,  and  E.  P.  Meisburger  
Aug  1979  Beach Chanties at \Jesthampton Beach,  New York,  1962-73,  AD A073  605  
by A.  E. DeiJall  
t-IR  '19-6  Nov  1979  An  Annotated  Bibliography of Patents Related  to  Coastal  AD  A080  914  
Engineering, by R.  E. Ray,  M.  D.  Dickey,  and  A.  M.  Lyles  
Appendix:  Volume  I  AD  A080 795  
Volume  II  AD A080 796  
Volume  III  AD  A030  797  
MR  80-1  Ecological  Evaluation of a  Beach Nourislunent  Project  
at  Hallandale (Broward County),  Florida:  
Feb 1900  Volume  I  Evaluation of Fish  Population Adjacent  to  AD AOdJ  595  
Borrow Areas of Beach  Nourishment  Project,  
Hallandale (Broward County),  ~lorida, by  
W.  R.  Courtenav,  Jr.,  B. c.  Hartig,  and  
G.  H.  Loisel  
Volume  II  Evaluation of Benthic  Communities Adjacent  to  AD  A085  802  
a  Restored  Beach,  Hallandale (Broward County),  
Florida, by G.  A. Marsh,  et al.  
MR  30-2  Apr  1~80  Tt1e  Effect of Structures and  Lake  Level  ·::m  Bluff and  AD  A08'7  262  
Shore  Erosio~ in  Berrien  Cou~ty, Michi~an, 1970-74, by  
w.  A. biT·kemeier  
t!R  80-3  ~laY  19JO  Beach and  Inlet Chanbes  at  Ludlam  Beach,  New  Jersey, by  AD  AOS'l  796  
c.  H. Everts,  A.  E.  DeWall,  and  M.  T.  Czerniak  
MR  30-4  Jul  1980  Sand  Resources  on  tl1e  Inner Continental Shelf of the  AD  A088 636  
Cape May  He~ion, New  Jersey, by E.  P. t-leisburHer and  
s.  J. William<:  

CERC-13 
COASTAL ENGINEERING RESEARCH CENTER 
Number Date 	Title AD Number
----------------..· 
MR 80-5 Jun 1980 	An Annotated Bibliography of CERC Coastal Ecology AD A088 585 Research, byE~ J. Pullen, et al. 
MR 80-6 Jul 1980 	A Numerical Model for Predicting Shoreline Changes, by AD A090 133 
B. Le Mehaute and M. Soldate 
MR 80-7 Sep 1980 	An Annotated Bibliography of Seagrasses with Emphasis AD A092 584 on Planting and Propagation Techniques, by D~ B~ Knight, P~ L. Knutson, and E~ J. Pullen 
MR 80-8 Oct 1980 	Instrumentation at CERC's Field Research Fa0ility, Du0k, AD A091 730 North Carolina, by H. c. Miller 
MR 80-9 Oct 1980 	Beach Changes at Long Beach Island, New Jersey, 1962-73, AD A101 844 by M. c. Miller, D. G. Aubrey, and J. Karpen 
MR 80-10 Nov 1980 	Sand Resources of Southern Lake Erie, Conneaut to AD A097 984 Toledo, Ohio -A Seismic Reflection and Vibracore Study, by s. J. Williams, et al~ 
MR 81-1 Jan 1981 	Hydraulics and Stability of Five Texas Inlets, by AD A101 843 
c. Mason 
MR 81-2 Jan 1981 	Coastal Changes, Eastern Lake Michigan, 1970-74, by AD A097 985 
W. A. Birkemeier 
MR 81-3 Mar 1981 	Beach Changes at Atlantic City, New Jersey (1962-73), AD A101 902 by D. P~ M0Cann 
MR 81-4 Apr 1981 	Movable-Bed Laboratory Experiments Comparing Radiation AD A101 918 Stress and Energy Flux, Movable-Bed Modeling, Sediment Transport, by P. Vitale 
MR 81-5 Jun 1981 	A Study of the Invertebrates and Fishes of Salt AD A106 973 Marshes in Two Oregon Estuaries, by D. L. Higley and R. L. Holton 
MR 81-6 Jun 1981 	Analysis of Coastal Sediment Transport Processes AD A103 168 from Wrightsville Beach to Fort Fisher, North Carolina, by T. c. Winton, et al. 
1~R 81-7 Oct 1981 	A User's Guide to CERC's Field Research Facility, by AD A110 602 W~ A. Birkemeier 
MR 82-1 Jan 1982 	Benthic Fauna of an Offshore Borrow Area in Broward AD A110 666 County, Florida, by D. B. Turbeville and G. A. Marsh 
MR 82-2 Jan 1982 	Long-Term Effects of Beach Nourishment on the Benthic AD A115 212 Fauna of Panama City Beach, Florida, by J. K. Culter and S. 1~ahadevan 
MR 82-3 Mar 1982 	Benthic Community Response to Dredging Borrow Pits, AD A116 340 Panarna City Beach, Florida, by c. H. Saloman, s. P. Naughton, and J. L~ Taylor 
MR 82-4 Jul 1982 	Field Experiences with Floating Breakwaters in the AD A119 476 Eastern United States, by A~ v. Baird and N~ w. Ross 

CERC-14  
COASTAL  ENGINEERING RESEARCH CENTER  
Miscellaneous  R!E~  
Number  Date  Title  AD  Number  
MR  82-5  Jul  1982  Floating Breakwater Field Experience, West Coast, by  AD A121  557  
E~  P. Richey  
MR  82-6  Aug  1982  Littoral Environment Observation (LEO) Data Summaries,  AD A127 640  
Northern  California, 1968-78, by c. Schneider and  J. R~  
vleggel  
MR  82-7  Sep 1982  Surf Zone Currents, by D.  R~  Basco and  R. A. Coleman:  
Volume  I  State of Knowledge  AD A122 066  
Volume II  Annotated  Bibliography  AD A121  585  
MR  82-8  Sep  1982  A Lightweight  Pneumatic Coring Device:  Design and  AD  A121  556  
Field Tests, by J. A.  Fuller and  E. P. Meisburger  
MR  82-9  Oct  1982  Geologi0al  Character and  Mineral  Resources of South  AD A123 085  
Central Lake  Erie, by s.  J. Williams and  E. P.  
Meisburger  
MR  82-10  Oct  1982  Sand  Resources  on  the  Inner Continental Shelf off the  AD A123  087  
Central  New  Jersey Coast, by E.  P~ Meisburger and  s. J.  
Williams  
MR  82-11  Oct  1982  The Design, Development, and  Evaluation of a  AD  A123 950  
Differential Pressure Gage Directional Wave  
Monitor, by K.  R. Bodge  
MR  82-12  Nov  1982  Long-Term Changes in  Beach Fauna at  Duck,  North  AD A125  142  
Carolina, by  R. J. Diaz and  J. T~ DeAlteris  
MR  82-13  Nov  1982  Effects of Beach Nourishment  on  the Nearshore  AD A123 066  
Environment  in  Lake  Huron  at  Lexington  Harbor  
(Michigan), by R.  T. Nester and  T. P~  Poe  
MR  82-14  Dec  1982  Effects of Beach Nourishment and  Borrowing  on  Marine  AD A123  951  
Organisms, by  s~  M~  Naqvi and  E. J. Pullen  
MR  82-15  Dec  1982  Regional Geology of the Southern  Lake  Erie  (Ohio)  AD A126 565  
Bottom:  A Seismic Reflection and  Vibracore Study,  
bv c. H.  Carter,  s.  J. Williams,  J. A.  Fuller, and  
E~  P. Meisburger  
MR  82-16  Dec  1982  CERC Field  Research Fa0ility Environmental  Data  AD A127 066  
Summary,  1977-79, by c. H.  Miller  
MR  83-1  Jan  1983  The  Elevation and  Duration of Wave  Crests, by  AD A127  872  
w.  N. Seelig,  J.  P.  Ahrens,  and  w.  G. Grosskopf  
MR  83-2  Jan  1983  An  Annotated  Bibliography on  the Biological  Effects  AD A128  080  
of Constructing Channels,  Jetties, and other Coastal  
Structures, by  J. c. Ford,  A. K. Hurme,  and  E. J.  
Pullen  

CERC-15  
COASTAL ENGINEERING RESEARCH CENTER  
Miscellaneou~!Eort~  
Numbe,;..r___  Date  Title  AD Number-------- 
MR  83-3  Mar  1983  The  Ecological Impact of Beach Nourishment with  AD  A128 925  
Dredged  Materials  on  the Intertidal  Zone  at  Bogue  
Bank,  North Carolina, by F.  J~  Reilly and v. J. Bellis  
MR  83-4  Mar  1983  Reevaluation of Vegetational  Characteristics at the  AD A127  137  
CERC Field Research Facility, Duck,  North Carolina, by  
R. L~ Harris,  G. F~ Levy,  and  J. E.  Perry  
MR  83-5  Mar  1983  Beach Changes at Holden Beach,  North Carolina,  1970-74,  AD A127 986  
by  M~ c.  Miller  
MR  83-6  Mar  1983  Interaction of Waves and  Currents, by D.  H. Peregrine  AD A128 551  
and  I. G.  Jonsson  
MR  83-7  Mar  1983  Annotated  Bibliography on  Wave-Current  Interaction, by  AD A127 225  
D. H. Peregrine,  I. G.  Jonsson,  and  c.  J. Galvin  
MR  83-8  Mar  1983  Posthurricane Survey of Experimental  Dunes  on  Padre  AD  A128 051  
Island, Texas, by B.  E. Dahl,  P~  c.  Cotter,  D. B-.  
\"lester,  and  D.  D.  Drbal  
MR  83-10  May  1983  A Numerical  Model  to Simulate Sediment Transport in  AD  A130  197  
the Vicinity of Coastal  Structures, by Marc  Perlin  
and  R~ G.  Dean  (includes Appendixes A-E)  

CERC-16  
Number  Date  
R 1-66  Feb 1966  
R 2-66  Feb 1966  
R 3-66  Feb 1966  
R 4-66  Jun  1966  
R 1-67  Jan  1967  
R 2-6'7  Aug  1'967  
R 3-67  Aug 1967  
R 4-67  Sep 1967  
R 1-68  Feb 1963  
R 2-68  Aug  1968  
R 3-63  Jun  1968  
R 1-69  Apr  1')69  
R 2-69  
R J-69  Sep  1'969  
R 4-69  
R 1-70  Oct  1<:170  

COASTAL ENGINEERING RESEARCH CENTER 
Reprints 
Title 
An Ocean Wave Direction Gage, by L. c. Williams 
Breakwaters with Vertical and Sloping Faces, by 
T. Saville, Jr., w. J. Garcia, and c. E. Leo 
Factors Affecting Beach Nourishment Requirement-s, 
Presque Isle Peninsula, Erie, Pennsylvania, by 
D. w. Berg 
A Tractor-Mounted Suspended Sand Sampler, by J. c. Fairchild 
Coastal Processes and Beach Erosion, by J. M. Caldwell 
Wave Tests of Revetu1ent Using Hachine-Produced Interlocking Blocks, uy J. v. Hall, Jr. 
Rock Movement in Large-Scale Tests of Riprap Stability Under Wave Action, by T. Saville, Jr. 
Variations in Groin Design, by D. w. Berg and G. M. 1/atts 
Surf Observations Along the United States Coasts, by J. M. Darling 
Longshore Current Velocity: A Review of Theory and Data, by c. J. Galvin, Jr. 
Breaker Type Classification on Three Laboratory Beache~, by c. J. Galvin, Jr. 
Effect of Particle Size and Distribution on Stability of Artificially Filled Beach, Presque Isle Penin~ula, Pennsylvania, by D. 'vi. Berl!; and D. B. Duane 
Prototype Investigation of Stability of Qu~dripod Cover Layer, Santa Cruz Harbor, California, by o. F. We~aouth and o. T. Mat;;oon 
Creation and Stabilization of Coa~tal Barrier Dunes, by H. P. Savage and \1. ll. i/oodhouse, Jr. 
Sys~ematic Collection of Beach Data, by D. W. Berg 
Shallow Structural Characteristics of Florida Atlantic Shelf as Revealed bv Seismic Reflection Profiles, by E. P. Meisbur5 er and D. B. Duane 
AD Number 
AD 631 518 
AD 631 519 

AD 631 520 
AD 636 951 AD 652 025 AD 659 170 AD 659 5B AD 659 172 AD 672 613 AD 672 614 AD 673 621 AD 694 204 AD 697 531 
AD 69'7 532 
AD 697 533 AD 702 003 
H 2-70  Oct  1'970  Sand  Inventor'y Program, by D.  B. Duane  AD 703  583  
R 3-'{0  Jun  1<)'{0  Coastal  Re~irue,  Recent  u.  s. Experience, by  AD 706 4o9  
T. Saville,  Jr.  
R 4-70  May  1970  Breaker  Travel  and  Choice of Desic;n Wuve  Height,  by  AD 712 652  
c.  J. Galvin,  Jr.  

GERC-1'7  
COASTAL  ENGINEERING RESEARCH CENTER  
Number-------·--... - Date  Tit~-~-------~---------·------________ --------------------------____  AD  Number·  
R 1-'71  Sep  1971  The  Analysis of Wave  Records,  by D.  L. Harris  AD B2 606  
R 2-'71  Sep 1;171  Com~arison of Pressure and  Staff W~ve Ga~e Records,  AD  '(32 63'(  
by D.  c. Esteva and  D. L. Harris  
R 3-71  Sep  1<)'71  Bottom Boundary Shear  Stresses on  a  I>lodel  Beach, by  AD  '7J2  643  
P. G. Teleki  and  M. w.  Anderson  
R 4-71  Sep  1371  Waves Generated by  a  Piston-Type Wavemaker, by o. s.  AD  '732  607  
Madsen  
R 5-'71  Sep  1971  Synoptic Observations of Sand Movement,  by D.  B. Duane  AD  '{J2  645  
R 5-71  Sep  19'71  Processing and  Analysis of Radioisotopic  Sand Tracer  AD  732 608  
(HIST) Study Data, by H.  R. Brasher,  et al.  
H 7-'71  Sep  1971  A Class of Probability Models  for  Littoral Drift, by  AD  '{32  646  
·.1.  R. James  
R Ll-71  Sep  1971  Effect  on  Long Period  ~laves on  Hydrogral)hic Surveys,  AD  TJ2  609  
by  o.  T. Magoon  and  W. 0,  Sarlin  
R 1-72  May 1<)72  A Wave  Climatology for  u.  s.  Coastal Waters, by E.  F.  AD 746  365  
Thompson  and  D. L. Harris  
R 2-72  Jul  1972  t1arsh Building with Dredge Spoil in North Carolina, uy II, \1, \/ooc.ihouse, Jr., E. D, Seneca, and S. vi. Broo1ae  AD 755  178  
R J-72  Sep  1972  Regional  Shelf Studies:  A Guide  to  Engineering Design,  AD 754  869  
uy S,  J, vlilliams and  u.  B. D...1ane  
R 4-'72  Au;;;  1972  Use  of Satellites in Coastal  Engineering, by O.  T.  AD 754  890  
Ma~oon, J. W.  Jarman,  and  D. w.  Berg  
R 5-72  Sep  1972  Finite-Amplitude Shallow-Hater Waves of Periodically  AD  754 868  
Recurring Form,  by  c.  J. Galvin,  Jr.  
R 1-73  Aug  1973  Use  of Dolos Armour  Units in  Rubble-t1ound  Structures  AD  '(57  973  
in the Arctic, by 0,  T. t1agoon  and  N. Shi1nizu  
R 2-'7"3  Oct  1973  Characteristics of Wave  Records  in the Coastal  Zone,  AD 7'.i7  Y74  
by  D.  L.  Harris  
R 3-73  Nov  1973  Hax imum  breaker  Heigilt, by  J.  R.  Hebgel  AD  757 975  
R 4-73  i~ar  1Y'73  Have  Brea~in6 in  Shallow ~later, by C,  J.  AD  766 106  
Galvin,  Jr.  
R 5-73  Apr  1973  Use  of Earth Resources Technology Satellite (ERTS-1)  AD  '{66  378  
in  Coastal  Studies, by  o.  T. Magoon  
R 6-B  Feb 19B  Design  Considerations for  a  j-D Laser  Doppler  AD 766 379  
Velocimeter  for  Studying Gravity Waves  in  Shallow  
Water,  by  H.  J.  Hallermeier  
R 'f-'73  t1ar  1973  A Harkov  Hodel  for  deach Profile Changes, by  AD  '{65  889  
c.  J. Sonu and  W. R,  James  

CERC-18  
COASTAL ENGINEERING RESEARCH  CENTER  
Number  pate----- Title--------------... --------------------·-·--·---~- AD Nulilber--·--------- 
R 8-73  Jul  1973  Maximum  Breaker  Height  for  Design, by J.  R. We~~el  AD  no 190  
R 9-73  Jul 1973  Time-Interval Photography of Littoral Phenomena, by  AD  774 269  
D. W. Berg and  E. F. Hawley  
R 10-73  Jul  1973  Character and  Stability of a  Natural  Tidal Inlet, by  AD '((0  184  
c.  Mason and  R. Sorensen  
R 11-73  Jul 19'!3  Case History of Mission  Bay Inlet,  San  Diego,  Cali AD  770 192  
fornia, by W.  J. Herron,  Jr.  
R 12-73  Jul 1<;B  A Gross  Lon~shore Transport  Rate  Formula, by  c.  J.  AD  no 181  
Galvin,  Jr.  
R 13-'73  Jul  1973  Suspended  Sediment and  Longshore Sediment Transport  AD  770  179  
Data  Review,  by M.  M. Das  
R 14-73  Jul  1973  Lon0 shore Transport of Suspended  Sedim~nt, by J.  c.  AD  770  191  
Fairchild  
R 15-73  Jul  1973  State of Groin  De~ign and  Effectiveness, by J. H.  AD  770  182  
Balsillie and  D. H.  Berg  
R 16-73  Jul  1973  Coastal  Sand  Mining  in  Northern California,  u.  s. A.,  AD  770 178  
by O.  T. Magoon,  J. c. Haugen,  and  R.  L.  Sloan  
R 17-73  Jul  1973  Remote  Sensing  in the Study of Coastal  Process~s, by  AD  no 194  
o.  T. Ma~oon and  D.  M.  Pirie  
R 13-'!3  Jul  1973  Coastal Applications of the ERIS-A Satellite, by o. T. l~agoon, D. 11. Pirie, and J. \i. Jarman  AD  710 183  
R 19-73  Jul  197":)  1/ave Runup on Vertical Galvin, Jr., and R. J.  Cylinders, by llallermeier  c.  J.  AD  770 166  
R 20-73  1973  An Introduction to Oceanic Water Motions and Their Relation to Sediment Transport, by J. R. Weggel  AD  7'70  177  
R 21-73  1973  .lave Boundary Layers and  Their  Relation  to  Sediment  AD  770 171  
Transport, by  P•. G.  Teleki  
R 22-73  1973  Linear Shoals on the Atlantic Inner Continental Shelf,.Florida to Lon~ !'!land, by D. B. Duane, et  al.  AD  no 112  
R 23-73  1973  Wave  Estimates for  Coastal  Re~ions, by D.  L.  Harris  AD  770  193  
R 24-73  1973  Onshore Transportation of Continental Shelf Seuiment.: Atlantic Southeastern United States, by s. H. PilKey  AD  no 1so  
and  M.  E.  Field  
R <!5-73  1973  Controlling Littoral Drift to Pr·otect beaches, Dune.o;, Estuaries, and H~rb~r Entrances, by G. M. Watts,  AD  T73 930  
L. Vallianos,  and  R.  A.  Jachowski  
R 26-73  Report on Controlling Littoral Drift to Protect Beaches, Dunes, Estuaries and Harbor Entrances,  AD  ?73  Y31  
by T.  Saville,  Jr.  

CERC-19 
COASTAL ENGINEERING RESEARCH CENTER 
Number Date 	AD Number
Titl~--------------------------·-------------------·-
R 1-74 Nov 19'14 	Particle Overpassing on Flat Granular Boundaries, by AD 7'75 650 
c. H. Everts 
R 2-'74 Oct 1974 	A Study of Oceanic Mixing with Dyes and Multispectral AD 775 561 Photogrammetrv, by P. G. Teleki, J. H. White, and D. A. Prins 
R 3-'74 Oct 1974 	On the Nearshore Circulation of the Gulf of Carpentaria, AD 775 651 Australia--A Study in Uses of Satellite Dnagery (ERTS) in Remotely Accessible Areas, by P. G. Teleki, G. A. Rabchevsky, and J. w. Hhite 
R 4-74 1974 	Littoral Environrnent Observation Proe;ri:lm in the State AD 77'! '{06 of Nichi~;,<m, by B. o. Bruno and L. 11. Hiipi:ikka 
R 5-74 Sep 1974 	CERC Field \lave Gae;ing Prot:. ram, by H. G. Peacock AD A002 112 
R 6-74 Sep 1974 	Finite Spectrum Analyses of Wave Records, by AD A002 113 
D. L. Harris 
R '(-74 Sep 1':J'(4 	Results from the CERC v/ave Heasurement Program, AD A002 114 bv E. F. Thompson 
R B-74 Sep 1974 	Development of a Shallow-\h1ter Wave Direction Gage, AD A002 300 by R. J. Hallermeier and W. R. James 
R ~-74 Aut; 1974 	Pllotoc,rammetric Experiments on Nearshore Mixing AD A014 216 and Diffusion, uy P. G. Teleki and D. A. Prins 
R 10-74 	Regime Equations and Tidal Inlets, by c. Mason AD A003 Tr8 
R 11-74 Jun 1974 	Lab Profile and Reflection Changes for H0 /~ = 0.02, AD AOlO 751 by c. B. Chesnutt and c. J. Galvin, Jr. 
R 12-74 Jun 1974 	Behavior of Beach Fill at Atlantic Ci tv, New Jersey, AD A010 '(52 oy c. H. Everts, A. E. DeWall, and M. T. Czerniak 
R 13-74 Jun 1974 	Beach Fill Stability and Borrow Material Texture, by AD A010 753 .1. R. James 
R 1-75 Dec 19'{5 	The Coastal Engineerin~ Research Center, by T. AD A009 387 Saville, Jr., J. H. Weggel, and K. E. Fusch 
R 2-75 Aug 1975 	Construction in the Coastal Zone: A Potential AD A009 38d Use of i/aste Naterial, by s. J. Williams a'ld D. B. Duane 
R 3-75 Dec 1975 	Laboratory Effects in Coastal Novable-Bed t·1ollel'!, by AD AOH3 j02 
c. l:l. Chesnutt 
R 4-'75 Dec 1975 	Tests on the Equilibrium Profiles of 11·odel Beaches and !\D 1\018 511 tl!e Effects of Grain Shape and Size Distributio'l, by 
J. I. Collins and c. B. Chesnutt 
R 76-1 Jun 19'76 	Shoaling Rate Prediction Using a SediJae'lti:ltion Tank, AD A029 '725 by c. H. Everts 
CERC-20 
COASTAL ENGINEERING RESEARCH CENTER 
Number Date 	Title AD Number
---·---------------
R '76-2 Jun 19'76 	Wave Period Effect on the Stability of Riprap, by J. P. AD A029 726 Ahrens and B. L. McCartney 
R 76-3 Jun 1976 	Data Acquisition Methods for Coastal Currents, by P. G. AD A029 739 Teleki, F. R. Musialowski, and D. A. Prins 
R "/6-4 Jun 1976 	Channel Entrance Response to Jetty Construction, by AD A029 740 
J. M. Kieslich and c. Mason 
H '{6-5 Sep 1976 	Geotechnical Engineering in the Coastal Zone, by AD A033 810 
G. w. Callender, Jr. 
R 17-1 feb 1977 	Sedimentation in a Half-Tide Harbor, by c. H. Everts AD A035 667 
H '77-2 ~1ar 1977 	Application of Wave Climatology and Data for Design, AD A036 679 by T. Saville, Jr. 
R '17-3 Apr 1977 	Nearshore Wave Direction Gage, by u. R. James and AD A039 101 
R. J. Hallermeier 
R 77-4 Apr 19Tl 	Nonlinear Flow of Wave Crests Past a Thin Pile, by AD A038 704 
R. J. Hallermeier 
R 77-5 May 197'7 	Wave Entrainment of Sediment from Rippled Beds, by AD A040 508 
T. Nakato, et al. 
H 77-6 Jul 1977 	Lonbshore Transport at a Total Littoral Barrier, by AD A042 473 
R. o. Bruno and c. G. Gable 
R '77-7 Jul 19'77 	Wave Overtoppin~ Equation, by J. R. Weggel AD A042 678 
R 78-1 Feb 19'7 8 	Visual Surf O~s~rvations/Marineland Ex~eriwent, AD A051 '570 by c. Schneider 
R "(8-2 Feb 1978 	Designing for Bank Erosion Control with Vegetation, AD A051 571 by P. L. Knutson 
R 78-J Feb 1978 	Sediment Budget Analysis, Wric;htsville Beach to Kure AD A051 572 Beach, N. c., by J. T. Jarrett 
H 78-4 Feb 1!:r/8 	Beach and Nearshore Processes in Southeastern Florida, AD A051 573 by A. E. Dewall and .J. J. Richter 
R 73-'..i feb 19'(8 	Evaluation of a Concrete Buildin::; BlocK Revetment, by AD A051 574 
H. L. Giles 
R 76-6 Feb 19Hl 	Nearshore Disposal~ Onshore Sediment Transport, by AD A051 575 
H. K. Schwartz and F. R. Musialowski 
r 
H '78-7 Feb 1973 	Iruplicati<:ms of Submer~Sence for Coastal Engineers, by AD A051 576 
E. 1:3. HanJs 
R '/8-8 Feb 1 '}7 o 	Sediments Impounded by an Uff.:;hore Break1-1ater, by R. o. AD AO'.i1 57'7 Bruno, G. M. ~latt.s, and c. Gable 
H '73-9 Feb 19'/i:l 	Spatial and Temporal Chanbes in New Jersev Beaches, by AD A051 578 
c. H. Everts and M. T. Czerniak 
CERC-21 
COASTAL ENGINEERING RESEARCH CENTER 
AD Number
Number Date 	Title
-... -------·--·-----------	------·----------------------------------------------------------·
---~-----
R 78-10 Feb 1978 	Sediment Handline; and Beach Fill Design, by H. D. Hobse>n AD A051 579 
R 78-11 t·1ar 1978 	Some Data Points on Shoreline Retreat Attributaole to AD AO) 1 7':16 Coastal Subsidence, by E. B. Hands 
R 78-12 N·:)V 1978 	Planting Guidelines for Dune Creation and Stabilization, AD A062 304 by P. L. Knutson 
R 78-13 Nov 1978 	Design of Retention Structures fe>r Marsh Habitats, by AD A061 439 
J. w. Eckert 
R 73-14 Nov 1978 	Ecolo~ical Effects of an Artificial Island, by G. F. AD A062 302 Johnson, et al. 
R 7':1-1 t1ar 1979 	Geologic Effects of Ocean Dumping on the New York AD A067 491 Bright Inner Shelf, by s. J. Williams 
R 79-2 Jun 1979 	The Effects of the 19 December 1977 Coastal Storm on AD A070 554 Beaches in North Carolina and New Jersey, by w. A. Birkemeier 
R 79-3 Aug 1979 	Beach Behavior in the Vicinity of Groins--Two New AD A0'73 2'{6 Jersey Field Examples, by c. H. Everts 
R 79-4 AU6 1979 	Rubble-Mound Structures as Artificial Reef<;, l.Jy AD A073 2'17 
A. K. llurme 
R 79-5 Au{S 197 9 	Wave Action on the Savannah Tide Gates, by J. R. AD A073 302 Weg~el, J. Roberts, and J. Hagar 
R 7':1-6 Aug 1979 	Predicting Beach Plan forms in the Lee of a Breakwater, AD A073 313 by M. Perlin 
R 79-7 Sep 1979 	Upper Quaternary Peat Deposits on the Atlantic Inner AD A074 643 Shelf e>f the United States, by M. £. Field, et al. 
R 19-8 Nov 1979 	The Use of Imabin~ Radar in Studyini Ocean ~aves, by AD A077 230 
M. G. Mattie and D. L. Harris 
R 79-9 Nov 1979 	Irnp·;)rtance of dandling Losses te> Beach Fill Design, by AD AOTl 228 
R. D. Hobson and W. R. James 
R 79-10 Nov 1979 	Numerical Model Investigatie>n of Selected Tidal Inlet AD AOH 231 Bay System Characteristic<>, l.Jy W. N. Seelig and R. M. Sorensen 
R 79-11 Nov 1979 	Uses for a Calculated Limit Depth to Beach Erosion, by AD A077 232 
R. J. Hallermeier 
R 79-12 Nov 1979 	The Coastal Engineering Research Center's Field Research AD A077 269 Facility at. Duel<, Horth Carolina, by c. Mason 
H '(9-13 Nov 1979 	Sand Bed Friction Factors for Oscillatory Flows, by AD A077 233 
P. Vitale 
II 79-14 Jan 1;180 	ifeir Jetties-Their Continuing Evolution, by N. E. Parker AD A079 686 
CERC-22  
COASTAL  ENGINEERING  RESEARCH CENTER  
Number  Date---- Title  AD  Number  
R 80-1  Jun  1980  Shallow Water  Surface Wave  Elevation  Distributions, by  AD  A086 253  
E. F. Thompson  
R 80-2  Oct  1980  Surging  in the Shark River  Boat Basin, by J.  R.  AD A091  347  
Weggel  and  R.  M.  Sorensen  
R 80-3  Nov  1980  Sand  Motion  Initiation by Hater Uaves:  Two  Asymptotes,  AD  A092  045  
by  R. J. Hallermeier  
R 81-1  Mar  1981  SEASAT Detection of Waves,  Currents, and  Inlet Discharge,  AD A097  9'74  
by  M.  G.  Mattie and  D.  E.  Lichy  
R 31-2  Apr  1981  Littoral Sand  Transport from  Longshore Currents, by  AD A09'(  9'76  
T. E. Walton,  Jr.  
R 81-3  Apr  1981  A Profile Zonation for  Seasonal Sand  Beaches from  AD A098  549  
Wave  Climate, by  R.  J.  Hallermeier  
R 81-4  Jul 1981  Tracking of a  Warm  Water  Ring, by D.  E. Lichy,  M.  G.  AD  A101  938  
Mattie,  and  L. J. Mancini  
R 81-:5  Sep  1981  Wave  Direction Measured  by Four  Different Systems, by  AD  A104  193  
M.  G.  Mattie,  s. v.  Hsiao,  and  D. D. Evans  
H 81-6  Oct  1981  Barrier  Island Sedimentation Studies  Pro~;ram, by  AD  A106  1'7'7  
E. Meisburger,  et al.  
R 81-7  Oct  1981  Human  Influence  on  the Sediment Budget of a  Barrier  AD  A10G  1'78  
Island, by  c. H.  Everts  
H 81-8  Oct  1981  Recent Geologic History of a  Barrier  Island, by  AD  A107 497  
R.  D.  Hobson,  R.  K.  Schwartz,  and  F.  R.  Musialowski  
R 81-9  Nov  19tl1  Linearized Solution  to  Inlet Equation with Inertia,  AD  A107  205  
by T.  L. Walton  and  F. F. ~scoffier  
R 81-10  Nov  1981  Stability of Hubole Mound  Breakwaters, by T.  L.  AD  A107  343  
Walton  and  J.  R.  We6~el  
H 81-11  Jan  1982  Measurements of Oscillatory Drag  on  Sand  Hipple<>,  AD  A109 502  
by K.  E. B. Lofquist  
R 81-12  Dec  1981  Visually Observed Wave  Data  at  Pt. Mucu,  Calif., by  AD  A10o  942  
c. Schneider  and  J.  R.  We~gel  
R 32-1  Feb  1982  Calculation of Trapped  Reflected Waves, by F.  E.  AD A115 1 261  
Camfield  
R 82-2  Feb  1982  Lont;;-v/ave  ~nergy TrapiJing,  uy F.  E. Camfield  AD  A11'.i  240  
R  fs2-j  Nov  1<.181  B::>ttow Smoothing  to  Preve'1t  Numerical  In'ltability,  AD  A115  309  
by f.  ~.  Camfield  
H 82-4  Aug  1982  Wave Measurements  in ARSLOE,  by  c.  L. Vincent and  D.  E.  AD  A118 729  
Lichy  

CERC-23  
COASTAL  ENGINEERING  RESEARCH  CENTER  
Reprints  
Number  Date  Title  AD  Number  
R 82-5 ·  Aug  1982  Bedload  and  Wave  Thrust Computations of Alongshore Sand  AD A118 258  
Transport, by R.  J ~  Hallermeier  
R 82-6  Nov  1982  Hindered  Bedload  Settling  as  a  Model of Sand  Bed  Planta AD A121  712  
tion by Water Waves, by  R. J~ Hallermeier  
R 83-1  Mar  1983  Oscillatory Bedload  Transport:  Data Review and  Simple  AD A126 503  
Formulation,  R. J. Hallermeier  
R 83-2  Mar  1983  Wind-Wave Growth with High Friction, by F.  E~  Camfield  AD A127  008  
R 83-3  Apr  1983  Biological Impacts  on  Beach Replenishment and  Borrowing,  AD  A127  605  
by E.  J. Pullen and  s. M.  Naqvi  
R 83-4  May  1983  Movable-Bed  Modeling Law  for  Coastal  Dune Erosion, by  AD A128  357  
S. A. Hughes  
R 83-5  May  1983  Analysis Method  for  Studying Sedimentation  Patterns, by  AD A128  314  
J.  R.  Weggel  
R 83-6  May  1983  Design of Toe  Protection for  Coastal  Structures, by  AD A129  003  
J. w.  Erkert  
R 83-7  May  1983  The  Design of Weir Sand  Bypassing Systems, by  J.  R.  AD  A129  306  
\veggel  
R 83-8  Mav  1983  Sand  Transport Limits in  Coastal  Structure Designs, by  AD  A128  929  
R.  J.  Hallermeier  
R 83-9  May  1983  Wave  Runup  on  Idealized  Structures, by  J.  P.  Ahrens  AD  A129 230  
R 83-10  May  1983  Shoreline  Changes Downdrift of a  Littoral  Barrier,  AD  A129  002  
by c. H.  Everts  
R 83-11  May  1983  Low-Cost Measurements of Shoreline Change,  bv R.  M.  AD  A129  001  
Clancy,  F. E. Camfield,  and  c. Schneider  
R 83-12  May  1983  Breakwaters for  Beach Protection at  Lorain, Ohio, by  AD  A129  112  
J. Pope and  D. D. Rowen  
R 83-13  May  1983  Effects of CERC  Research  Pier  on  Nearshore Processes,  AD  A129  127  
by H.  c.  Miller,  w.  A. Birkemeier,  and  A.  E.  DeWall  
R 83-14  May  1983  Prediction of \-lave Height in Thompson and c. L. Vincent  Shallow Hater, by E.  F.  AD A129  000  

CERC-24  
COASTAL  ENGINEERING RESEARCH  CENTER  
Shore  Protection Manual  
Number  Date  Title  AD  Number  
SPM  1977  U~  s~  Army, Corps of Engineers,  Coastal  Engineering  
Research Center,  "Shore  Protection Manual".  (GPO Stock  
No.  008-022-00113-1)  

Number  Date  
SH  1  
Nov 1974  
Nov 19'74  
SH  2  Dec  1974  
SR  3  Sep  197!3  
SR  4  t1ay  19'7 9  
SR  5  t1ay  197':1  
SH  6  Feb 1980  
SR  7  Feb  1981  
SR  8  Apr  1981  
SH  9  Jun  1983  
SR  10  Jun  1':183  

CERC-25  
COASTAL  ENGINEERING RESEARCH  CENTER  
Title---------·---------------------------··-------------------------------------- AD  Number  
Evaluation and  Development of \~ater 1/ave  Theorie~ for  
Engineerin5 Application:  
Volume  I  Presentation of Reseurch Results, by R.  G.  AD  A048 881  
Dean  (include~ Appendixe~ I-III)  
Volume  II  Tabulation of  Dimen9ionle~9 Stream Function  
Theory Variable9, by  R.  G.  Dean  
Small-Craft Harbors:  Design,  Con~truction, and  Operation,  AD A048  883  
by  J. \~.  Dun haw and  A.  A.  Finn  
Dune Building and 0tabilization with VeJetation, by 'w. ;~. v/ooJ house, Jr •  
Building Salt Marshes Along the Coa~t of the Continental U"'ited States, by vi. W. i/oodhouse, Jr·.  
Coastal Hydraulic  Model~, by  R.  Y.  Hud~on, et al.  
T~una~i EnJineering, by F.  E. Camfield  
Tides and  Tidal  Datum~ i1  the  United  States,  by  
D.  L.  Harris  
\leir  Sand-B:n.~assi1e; Sy<Jterns, by J.  R. Weggel  AD  A102  491  
Sl~re Stabilizatio'1 with Salt Marsh  Vebetation, by  AD  A128 '{23  
P.  L.  Knutson  and  W. w.  Woodhouse  
Construction  Materials for  Coastal  Structures, by  AD .r\129 810  
Moffatt and  Nichols,  En~ineers  

CE:RC-26  
COASTAL  ENGINEERING RESEARCH  CENT~H  
Technical Memorcmda  
Number------- Date  Title  A.D  Number  
TM  Sand Movement by Wind, by P.  Y. Belly  AD  429 735  
TM  2  Feb 1964  Transportation of Bed  Material  Due  to Wave  Action, by  AD  1440  378  
G. Kali<anis  
Tl13  Mar  1964  A Thermistor Probe  for Measuring Particle Orbital  AD  440 8'79  
Speed  in Water  Waves,  by  P. s.  Eagluson and  w.  P.  
van  de \/atering  
TM  4  Har  1964  i/ave-Height Prediction  for \lave Generators in Shallow  AD  440 880  
Water, by c.  J. Galvin,  Jr.  
Tt15  Apr  1964  Nearshore Tidal and  Nontidal  Currents, Virginia Beach,  AD  440 881  
Vir~inia, by w.  Harrison,  M.  L.  Brehmer,  and  R.  B.  Stone  
TM  6  uct  1964  Development of a  Method  for  Numerical  Calculation of  AD  453 226  
Wave  Refraction, by w.  Harrison and  w.  s. Wilson  
TM  7  Dec  1964  Interactions of the  Beach-Ocean-Atmosphere System  at  AD  459 084  
Vir~inia Beach,  Virginia, by w.  Harrison and w.  c.  
Krw11bein  
TH  8  Dec  1964  Sedimentation  at  an  Inlet Entrance--Rudee  Inlet AD  459 035  
Virginia Beach,  Vir~inia, by w.  Harrison,  w.  c.  
Krumbein,  and  w.  Wilson  
TM  9  Dec  1;J64  Dyna.nic Properties of Immersed  Sand  at  Virginia Beach,  AD  459 520  
Virginia, by w.  Harrison und  R.  M.  Alamo  
TM  10  Jan  1965  Experimental Study of Longshore  Currents  on  a  Plane  AD  615 790  
Beach,  by c.  J. Galvin,  Jr.,  and  P. s. Ea3leson  
Tr1  11  feb  196?  Behavior of Beach Fill and  B~rrow Area  at Seaside  AD  G15 791  
Park,  Bridgeport, Connecticut, by w.  H. Vesper  
Tr1  12  11ar  1965  Source and  Distrlbution of Sediments  at  Brunswick Harbor  AD  620 373  
and  Vicinity,  Geor~ia, by  J. lleiheisel  
TH  1J  J\Jl  1965  The Statistical Distribution of Ucean  ~ave Forces  on  AD  620 8/4  
Vertical Pilin~,' 'by  L.  E.  l.lor;;;mun  
Tr1  14  Oct  1965  Sand  I11overnent Alonb  a  .Port1on of the  Northern  AD  628 366  
California Coast:,1  by  J. s.  Cherry  
Tt1  15  Oct  1965  Analysis of Wave !forces  on  a  jO-Inch Diameter  Pile  AD  628 367  
Under  Confused  S~a Conditions, bv  B. v. Wilson  
Tl1  16  Nov  1965  A Lognor.nal  Size  Distribution f.lodel  for  l::stimatin.;  AD  623 il63  
Stability of Beach Fill Material, by  w.  c.  Krumbein  
and  W. R,  James  
Tt1  1'7  feb  1966  A  Meth~d for  Calculating  anu  Plotti'1!;!;  Surface \iave  AD  636 7'{1  
Hays, by w.  s. Wilson  
Tt1  1i:l  Nov  1966  Correlati0n of Littoral  TransiJ~rt witi1 \/ave  Eneri.>Y  AD  o47  213  
Along Shores of New  York  anJ  New  Jersev, by  J. c.  
Fairchild  

CERC-27  
COASTAL ENGINEERING RESEARCH CENTER  
Technical Memoronda  
Number  Date  Title  AD  Number  
TM  19  Dec  1966  Budt;;et of Littoral Sands in the Vicinity of Point  AD  647 214  
Art;uello,  California, by A4  J4  Bowen  and  D4  L4  Inmari  
TM  20  Hay 1967  Behavior of Beach Fill and  Borrow Area  at Sherwood  AD  655 260  
Island State Park, Westport,  Connecticut, by W4 H4  
Vesper  
TN  21  A Multi-Purpose Data Acquisition System  for  Instrumen 1\.D  65~ J34  
tation of the  Nearshore  Environwent, by  \~4  A4  Koontz  
and  D4  L4  Inman  
TM  22  Dune Stabilization with Vegetation  on  the Outer  Banl(s  AD  659 341  
·:>f  North  Carolina, by W4  ~~4  \loodhouse  and  R4  E4  Hanes  
TM  23  Sep 196'!  A Model  Study of the Entrance Channel, Depoe Bay,  AD  662 000  
Orebon,  by  J4  P4  Ahrens  
TM  24  Oct  1967  Tables of the Statistical Distribution of Ocean  AD  662 056  
Wave  Forces and  Methods of  Estimatin~ Drag and  Mass  
Coefficients, by L4  J4  Brown and  L4  E4  Bor6 1nan  
TM  25  t·1ay  1963  The  Tsunami of the Alaskan  EarthquaAe 1964; Engineer AD  683 491  
ing Evaluation, by 84  W4  Wilson  and  A4  Toruw  
TM  26  Feu 19tJ9  Hurricane Surt;;e Fre4uency:  EstiuJated  for  the Gulf  AD  6o4 894  
Coast of Texas, by 84  R4 Bodine  
TM  27  Nay  1969  Corrosion  and  Protection of Steel  Pilina in Seawater,  AD  6~0 803  
by L4  L4  Watkins  
TM  28  Jun  19tJ9  Bed  Forills Generated  in  the Laboratorv UnJer  an  Uscil AD  G93 867  
latorv Fl·:>w:  Analytical and  Experi~nental Study, by  
M4  H4  Carstens,  F4  M4  Neilson,  and  114  D.  Altinbilek  
TM  29  N:>v  19ti9  Ge,~morpilolo.;y and  Sediments of the  Neat'shore Con AD  699 339  
tinental Shelf,  Niami  to  Palm  Beach, Florida, by  
D.  B.  Duane  an~  E.  P.  Mei~bur~er  
TM  jO  Dec  1969  CERC Wave  Ga~es, by L.  C4 Williams  Ai:l  701 903  
TM  j1  Apr  19'10  Measurins Directional Velocity in Water  ~aves  with  AD  70'7  41'7  
an  Acoustic  Flo~ueter, by R4  H4  Multer  
TM  32  Od  19'lU  Fini te-Di t'ference  SciJeiiJ~S  Cou1pared  for  •Jave AD  71 '.:i  720  
Defor.natL'n Charocteristics in  t-1athe!natical  Modeli'1t;;  
of  Two-Dimen~ional Lon~ Wave  Propagation, by  R. J.  
Sob~y  
TM  33  Nov  1•no  H~avy Minerals in  Beach and  Stre~n Sediments  as  Indica AD  71'7  034  
tors  or  Silore  Procusseo;  between  i-ionterey  a~1d  Los  
An~eles, California, by  c. J.  Jud~e  
TM  34  Feb 19'!1  Geolilorpholoe;y and  Sediu1~nt.s ·Jf the  Inner  Continental  ALl  124 1J:.i  
Shelf,  Palm  Beach  to  Cape Kennedy,  Florida, by E4  P.  
Heisburger  ~nd  D4  B. Duane  

CERC-28 
COASTAL ENGINEERING RESEARCH CENTER 
Technical Hernoranda 
Number Date 	AD Number
------------	_T_it_l_~--------------------------------------
Tt1 35 t1ay 1971 	Storm Sur~e on the Open Coast: Fundamentals and SimpliAD 728 128 fied Prediction, by B~ R~ Bodine 
™36 Jet 1971 	An Aerial Photographic Technique for Beach Erosion AD 732 833 Surveys in North Carolina, by D~ B. Stafford 
TM 3'7 Jun 1972 	iUprap Stability Jn Earth Embankments Tested in Lar~eAD 748 414 and Small-Scale Have Tanks, by A. L. Thomsen, P~ E. Wohlt, and A. s. Harrison 
TM 38 Jun 1972 	Geomorphology and Sediments of the Chesat>eake Bay AD '749 545 Entrance, by E. P. Meisburger 
TM 39 Hay 1973 	Ocean Dumpinb in the New York Bi~ht: An Assessment AD 766 721 of Environ,iiental Studies, by G. Pararas-Carayannis 
Tt1 40 Jul 1973 	Pleistocene-Holocene Sediu1ents Interpreted by Seismic AD 768 791 Refraction and Wac;h-Bore Sampling, Plum Island-Castle Necki Massachusetts, by E. G. Rhodes 
TM 41 Feb 19'{4 	Ecological t'loni toring of Beach Erosion Control Projects, AD 778 '733 l:lroward County, Fl·Jrida, and Adjacent Areas, by \1. H. Courtenay, et al~ 
Tr1 42 t·1ar 1974 	Geomor!Jhol·Jgy and Sediwents of the Inner Continental AD 779 ~13 Shelf, Cape Canaveral, Florida, by M. E. Field and 
D. B. Duane 
Tl·1 4.3 Mar 1974 	Engineering and Ecolo~ical Evaluation of ArtificialAD 778 '740 lsland Design, Rincon Ic;land, Punta Gorda, California, by J. M~ Keith and R~ E. Skjei 
TM 44 Jun 19'{4 	Spatial and Te1.1poral Variations in Georaetric and AD 135 572 hater ial Properties of a Natural beach, lJy 11. C. Kru~bein and W~ R~ Jrunes 
Tt1 45 Jul 1•:H4 	Geornorl)liolo6 y anJ Sediments of the Inner New York AD 785 '577 Bi6ht Continental Shelf, by s. J. Williams and D. B. Duane 
Tl1 46 Auc; 1974 	Propabati·Jn of ~[l~l'_~ina <:!~_e_r:_~~-f}_ora for Substrata AD 002 055 Stabilization and Salt Marc;h Develo!Jment, by w. w. ~oodhouse, Jr., E. D. Seneca, and s. 11. l::lroane 
Tr1 47 Oct 1974 	Wave Refraction Phenomena Over the Continental Shelf AD 002 056 Near the Chesapeake Bay Entrance, by Y. Y. Chao 
Ti1 48 Jan 19'15 	The Use of Aerial Photo~raiJllY in the Study of Wave AD A008 011 Characteristics i~ the Coastal Zone, by c. M. McClenan anJ D. L. Harris 
Mar 1975 	Analysis and Interpretation of Littoral Environment AD A009 755 Observation (LEO) anJ Profile Data Alont;; the \/estern PanlwnJle Coast. of Florida, by J. H. Balsillie 
Tl·l '.)0 t1ay 19 f? 	Ve!'ification s·~uJy of a ilatl!stt'ophic Stot'm Surbe AD A012 799 Hodel, bv G. Pararas-Cat'ayanni s 
CERC-29  
COASTAL  ENGINEERING RESEARCH CENTER  
Technical Memoranda  
Number  Date  Title  AD  Number  
TM  51  May  1975  Large Wave Tank Tests of Riprap Stability, by  J~  P.  AD A012 792  
Ahrens  
TM  52  Jun  1975  Salt Marsh Establishment and  Development, by  E~ w.  AD A014  136  
Garbisch,  Jr.,  P~ B. Woller,  and  R~  J~  McCallum  
TM  53  Jun  1975  Use of the Radioisotopic Sand Tracer (RIST) System,  AD A014  168  
by  c. W.  Judge  
TM  54  Jul  1975  Geomorphology,  Shallow Structure,  and  Sediments of the  AD A015 022  
Florida Inner Continental  Shelf,  Cape Canaveral  to  
Georgia, by E.  P~  Meisburger and  M. E. Field  
TM  55  Oct  1975  Stability of Gobi  Block Revetment  to Have  Attack, by  AD A015 514  
B. L~  McCartney and  J. P.  Ahrens  
TM  56  Oct  1975  An  Analysis of Drag Coefficient at  Hurricane Windspeeds  AD A023 683  
from  a  Numerical  Simulation of Dynamical Water Level  
Changes in Lake Okeechobee, Florida, by R. w.  Whitaker,  
R. o.  Reid,  and  A. c. Vastano  
TM  57  Nov  1975  Effects of a  Breakwater  on  Nearshore Currents Due  to  AD A020 028  
Breaking Waves, by  P. L. Liu and  C~  c. Mei  
TM  58  Nov  1975  Surf Observations and  Longshore Current Prediction, by  AD A019 512  
J. H.  Bal sillie  
TM  59  Nov  1975  Simplified Method  for  Estimating Refraction and  Shoal AD A019 803  
ing  Effects on  Ocean Waves, by c.  M~  McClenan  
TM  60  Dec  1975  Techniques in Evaluating Suitability of Borrow Material  AD A019 936  
for  Beach Nourishment, by Vi~  R. James  
TM  61  Dec  1975  Nature and  Genesis of Some Storm V/ashover Deposits,  AD  A021  057  
by R.  K~ Schwartz  
TM  62  Dec  1975  An  Effect of Permeability  on  Sand  Transport by Waves,  AD A020 641  
by  K.  E.  B.  Lofquist  

CERC-30 
Number Date TP 76-1 Mar 1976 
TP 76-2 Mar 1976 
TP 76-3 Apr 1976 TP 76-4 May 1976 TP 76-5 May 1976 TP 76-6 May 1976 
TP 76-7 Jun 1976 
TP 76-8 Jul 1976 TP 76-9 Jul 1976 
TP 76-10 Jul 1976 TP 76-11 Jul 1976 TP 76-12 Aug 1976 TP 76-13 Aug 1976 TP 76-14 Sep 1976 TP 76-15 Oct 1976 
TP 76-16 Oat 1976 TP 76-17 Oct 1976 
COASTAL ENGINEERING RESEARCH CENTER 
Technical Papers 
Title 
Shoaling Rates and Related Data from Knik Arm Near Anchorage, Alaska, by C~ H~ Everts and H. E~ Moore 
Geomorphology, Shallow Subbottom Structure, and Sediments of the Atlantic Inner Continental Shelf off Long Island, New York, by s. J. Williams 
Geomorphology and Sediments of Western Massachusetts Bay, by E. P. Meisburger 
Tests of Low-Density Marine Limestone for Use in Breakwaters, by D. M. Allison and R. P. Savage 
Wave Climate at Torrey Pines Beach, California, by 
s. s. Pawka, et al. 
Investigation of the Operating Characteristics of the Iowa Sediment Concentration Measuring System, by F. A. Locher, J~ R~ Glover, and T~ Nakato 
Animal Colonization of Man-Initiated Salt Marshes on Dredge Spoil, by L~ M~ Cammen, E. D. Seneca, and B. J. Copeland 
Wave Reflection and Transmission at Permeable Breakwaters, by c. K. Sollitt and R~ H. Cross III 
Statistical Properties of Fast Fourier Transform Coefficients Computed from Real-Valued, CovarianceStationary, Period Random Sequences, by L. E~ Borgman 
The Statistical Anatomy of Ocean Wave Spectra, by 
L. E. Borgman 
Grain Shape and Size Distribution Effects in Coastal Models, by J. I. Collins and c. B. Chesnutt 
Wind-Generated Waves for Laboratory Studies, by D. L. Harris 
Vegetation Establishment and Shoreline Stabilization: Galveston Bay, Texas, by J~ W. Webb and J. D. Dodd 
Sampling Variation in Sandy Beach Littoral and Nearshore Meiofauna and Macrofauna, by J. L. Cox 
Effects of Dredging and Disposal on Some Benthos at 
Monterey Bay, California, by J. s. Oliver and P. N~ Slattery 
Coastal Changes, Eastern Lake Michigan (1970-73), by R. A. Davis, Jr. 
Floating Breakwater Field Assessment Program, Friday Harbor, Washington, by B. H. Adee, E. P. Richey, and 
D. R. Christensen 
AD Number AD A027 095 
AD A025 467 
AD A025 444 AD A028 344 AD A026 223 AD A027 026 
AD A028 345 
AD A029 000 AD A029 637 
AD A029 638 AD A031 814 AD A029 639 AD A030 169 AD A032 115 AD A032 684 
AD A033 297 AD A032 183 
Number Date TP 76-18 Oct 1976 
TP 76-19 Dec 1976 
TP 76-20 Dec 1976 TP 77-1 Jan 1977 
TP 77-2 Jan 1977 TP 77-3 Feb 1977 
TP 77-4 Apr 1977 
TP 77-5 May 1977 
TP 77-6 Jun 1977 TP 77-7 Jul 1977 TP 77-8 Jul 1977 TP 77-9 Sep 1977 TP 77-10 Oct 1977 TP77-11 Oct 1977 TP 77-12 Oct 1977 TP 77-13 Nov 1977 
TP 78-1 Mar 1978 
COASTAL ENGINEERING RESEARCH CENTER 
Techni~al Pa~~ 
Title 
Hydrodynamic Damping and "Added Mass" for Flexible Offshore Platforms, by c~ Petrauskas 
Overlay of Large, Placed Quarrystone and Boulders to 
Increase Riprap Stabilitv, by B~ L. McCartney and J~ P. 
Ahrens 
Lethal Effects of Suspended Sediments on Estaurine Fish, by J~ M. O'Connor, D~ A~ Neumann, and J~ ASherk, Jr.
4 
Beach Changes Caused by the Atlantic Coast Storm of 17 
December 1970, by A. E. DeWall, P. c. Pritchett, and 
c. J. Galvin, Jr~ 
Stilling Well Design for Accurate Water Level Measurement, by w. N. Seelig 
Sublethal Effects of Suspended Sediments on Estuarine 
Fish, by J~ M. O'Connor, D. A. Neumann, and J. A~ 
Sherk, Jr. 
Sediment Suspension and Turbulence in an Oscillating Flume, by T. C~ MacDonald 
Suspended Sediment in the Littoral Zone at Ventnor, New Jersev, and Nags Head, North Carolina, by J. C~ 
Fairchild 
Review of Design Elements for Beach-Fill Evaluation, by R. D. Hobson 
Evaluation of the Computation of Wave Direction with Three-Gage Arrays, by D. C~ Esteva 
Hydraulics of Great Lakes Inlets, by W~ N. Seelig and 
R. M. Sorensen 
Calculating a Yearly Limit Depth to the Active Beach Profile, by R. J. Hallermeier 
Littoral Environment Observations and Beach Changes Along the Southeast Florida Coast, bv A. E. DeWall 
Forces Exerted by Waves on a Pipeline at or Near the Ocean Bottom, by G~ L. Bowie 
Wind-Wave Propagation Over Flooded, Vegetated Land, by F. E. Camfield 
Development of Surge II Program with Application to the Sabine-Calcasieu Area for Hurricane Carla and Design Hurricanes, by R~ o. Reid, A. c. Vastano, and T~ J. Reid 
Wave Transformation at Isolated Vertical Piles in Shallow Water, by R. J. Hallermeier and R. E. Ray 
CERC-31 
AD Number AD A034 534 
AD A036 896 
AD A037 377 AD A037 378 
AD A038 282 AD A040 646 
AD A041 945 AD A042 061 
AD A042 748 AD A044 066 AD A044 074 AD A047 362 AD A047 608 AD A046 551 AD A048 747 AD A049 977 
AD A055 409 
CERC-32 
Number Date TP 78-2 Mar 1978 
TP 78-3 Apr 1978 
TP 78-4 Apr 1978 
TP 78-5 Aug 1978 TP 79-1 May 1979 TP 79-2 Jun 1979 
TP 79-3 Sep 1979 TP 79-4 Dec 1979 TP 80-1 Feb 1980 
TP 80-2 Feb 1980 TP 80-3 Jun 1980 TP 80-4 Jun 1980 TP 80-5 Aug 1980 
TP 80-6 Aug 1980 
TP 80-7 Oct 1980 
TP 80-8 Oct 1980 
COASTAL ENGINEERING RESEARCH CENTER 
Technical Papers 
Title 
Reanalysis of Wave Runup on Structures and Beaches, by P~ N. Stoa 
Prototype Scale Mooring Load and Transmission Tests for a Floating Tire Breakwater, by M~ L. Giles and 
R. M~ Sorensen 
Geometry of Profiles Across Inner Continental Shelves the Atlantic and Gulf Coasts of the United States, by C~ H. Everts 
Some Ripple Growth in an Oscillatory-Flow Water Tunnel, by K. E. B. Lofquist 
Relation Between Immersed Weight and Volume Rates of Longsho~e Transport, by C~ J. Galvin 
Sediments, Shallow Subbottom Structure, and Sand 
Resources of the Inner Continental Shelf, Central Delmarva Peninsula, by M. E. Field 
Reconnaissance Geology of the Inner Continental Shelf, Cape Fear Region, North Carolina, by E. P. Meisburger 
Changes in Rates of Shore Retreat, Lake Michigan, 
1967-76, by E. B. Hands 
Transport of Dredged Sediment Placed in the Nearshore Zone--Currituck Sand-Bypass Study (Phase I), by R. K. Schwartz and F. R. Musialowski 
Energy Spectra in Shallow u~s. Coastal Waters, by 
E. F'. Thompson 
Estimating Nearshore Conditions for Irregular Waves, by W. N. Seelig and J. P. Ahrens 
The SPM Energy Flux Method for Predicting Longshore Transport Rate, by C. Galvin and c. R. Schweppe 
Experimental Dune Restoration and Stabilization, 
Nauset Beach, Cape Cod, Massachusetts, by P. L~ Knutson 
A Method to Predict the Stable Geometry of a Channel 
Connecting an Enclosed Harbor and Navigable Waters, by c. H. Everts 
Prediction of Shore Retreat and Nearshore Profile 
Adjustments to Rising Water Levels on the Great Lakes, 
by E. B. Hands 
Calculation of Wave Attenuation Due to Friction and 
Shoaling: An Evaluation, by W~ G. Grosskopf 
AD Number AD A055 562 
AD A056 198 
AD A055 876 
AD A060 907 AD A072 524 AD A074 022 
AD A076 974 AD A081 863 AD A084 186 
AD A083 239 AD A091 174 AD A087 932 AD A092 110 
AD A091 731 
AD A098 531 
AD A098 483 
Number-------·-- Date--·---- 
TP  81-1  Feb  1981  
TP  81-2  Apr  1981  
TP  81-3  May  1981  
TP  81-4  Nov  1981  
TP  81-5  Dec  1981  
TP  82-1  Jul  1982  
TP  82-2  AU!!,  1982  
TP 82-3  Aug  1982  
TP  82-4  Oct  1982  
TP  83-1  Mar  1983  

COASTAL ENGINEERING RESEARCH CENTER 
.ill-~--------------------------------------------
Estimation of Wave Reflection and Energv Dissipation Coefficients for Beaches, Revetments, and Breakwaters, by w. N. Seelig and J. P. Ahrens 
Longshore Sand Trans~ort Study at Channel Islands Harbor, California, by R. o. Bruno, et al. 
Sand Resources and Geological Character of Long Island Sound, by s. J. Williams 
Base Map Analysis of Coastal Changes in Aerial Photography, by c. H. Everts and D. c. wilson 
Design of Riprap Revetments for Protection Against Wave Attack, by J. P. Ahrens 
Empirical Guidelines for Use of Irregular viave Model to Estimate Nearshore Wave Hei~ht, by M.G. Mattie 
C~nputer Algorithm to Calculate Longshore Energy Flux and 14ave Direction from a Two Pressure Sensor Array, by T. L. Walton and R. G. Dean 
Riprap Stability Scale Effects, by L. L. Broderick and 
J. P. Ahrens 
Have Transmission and l·looring-Force Characteristics of Pipe-Tire Floating Breakwaters, by v. w. Harms, J. J. Westerink, R. M. Sorensen, and J. E. McTamany 
Forcines Regression Through a Given Point Using Any Familiar Computational Routine, by E. B. Hands 
CERC-33 
AD A101 879 
AD A101 856 AD A104 082 AD A110 497 AD A115 220 AD A119 985 AD A119 990 
AD A122 069 AD A125 142 
AD A127 868 
CERC-34  
COASTAL ENGINEERING RESEARCH CENTER  
Technical  Reporl~  
Number  Date  Title  AD Number  
-~--- 
TR  76-1  Jan  1976  Observations of Barred Coastal  Profiles Under the  AD  A023  191  
Influence of Rising Water Levels,  Eastern Lake  
Michigan,  1967-71, by E.  B. Hands  
TR  76-2  Aug  1976  Propagation and  Use of Spartina alterniflora for  Shore AD  A030 423  
line Erosion Abatement, by W.,  w~ Woodhouse,  Jr.,  E. D~  
Seneca,  and  s~ W.,  Broome  
TR  76-3  Storm Surge Simulation in Transformed  Coordinates:  
Nov  1976  Volume  I  Theory and Application, by  J~  J~ Wanstrath,  AD A034 763  
et al~  
Nov  1976  Volume  II  Program Documentation, by J.  J~ Wanstrath  AD A034  651  
TR  77-1  Jan  1977  Wave  Climate at  Selected Locations Along U.,  S~  Coasts,  AD A037  904  
by E.  F. Thompson  
TR  78-1  Oct  1978  An  Evaluation of Two Great Lakes Wave Models, by  AD A063  935  
E. F. Thompson  
TR  79-1  Sep  1979  A System for  Using  Radar  to  Record Wave  Direction, by  AD A076 307  
M~ G~ Mattie and  D. L. Harris  
TR  80-1  Jun  1980  Two-Dimensional Tests of vlave  Transmission and  Reflec AD A089 603  
tion  Characteristics of Laboratory Breakwaters, by  
w~  N., Seelig  
TR  80-2  Aug  1980  Transformation of Monochromatic Waves from  Deep to  AD  A098 538  
Shallow vlater, by  B~ Le  Me haute and  J ~  D..  rlang  
TR  81-1  Oct  1981  Floating Breakwaters:  State-of-the-Art Literature  AD  A110 692  
Review,  by  L., z~  Hales  
TR  82-1  Beach Profile Analysis System (BPAS):  
Jun  1982  Volume  I  System Overview, by M,.  V. Fleming and  AD A119 447  
A~ E.,  DeWall  
Jun  1982  Volume  II  BPAS User's Guide:  The Editing Routines,  AD  A119 448  
EDIT  1 and  EDIT 2, by  H~ V • Fleming and  
T. J., Lawler  
Jun  1982  Volume  III  BPAS User's Guide:  Analysis Module,  AD  A119 449  
SURVY  1, by M.,  v~  Fleming and  T. J.  
Lawler  
Jun  1982  Volume  IV  BPAS User's Guide:  Analysis Module,  AD  A119 450  
SURVY  2, by M.  V~ Fleming and  T. J.,  
Lawler  
Jun  1982  Volume V  BPAS User's Guide:  Analysis Module,  BEACH,  AD  A119 451  
by  M~  V~ Fleming and  T~  J~  Lawler  
Jun  1982  Volume VI  BPAS  User's Guide:  Analysis Module  VOLCTR,  AD A119 452  
by M.,  v..  Fleming and  T. J. Lawler  

CERC-35 
COASTAL ENGINEERING RESEARCH CENTER 
Number----- Date  Title  AD  Number  
TR  132-1  Beach Profile Analysis System (BPAS):  
Jun  1982  Volume  VII  BPAS  User's Guide:  Analysis Module  AD  A119 453  
ELVDIS,  by M.  V. Fleming,  T. J. Lawler,  
and  Diane French  
Jun  1982  Volume VIII  Supporting Appendixes  for  BPAS  User's  AD A118  480  
Guide, by M.  V. Fleming and  A. E.  
DeWall  
TR  82-2  Aug  1982  Nonrandom Effect on  Behavior in Field \lave Spectra and Its Grouping of High \iaves, by E. F. Thompson  AD A121  558  
TR  82-3  Aug  1982  Depth-Limited Significant Wave  Height:  A Spectral  AD  A120  681  
Approach, by  c.  L. Vincent  
TH  82-4  Oct  1982  Performance of a  Sand  Trap Structure and  Effects of  AD  A123  972  
Impounded Sediments,  Channel  Islands Harbor,  
California, by  R.  D.  Hobson  

CERC-36  
BEACH EROSION  BOARD  
Miscellaneous Papers  
Number--------- Date------ _T_it_l_e________________  AD  Number  
MP  1-59  Apr  1959  Shore Erosion by Storm Waves, by J. M.  Caldwell  AD 699 407  
MP 2-59  May  1959  Behavior of Sand-Asphalt Groins at  Ocean  City,  AD A037 880  
Maryland, by R. A. Jachowski  
MP  3-59  Sep 1959  Hurricane  Sur~e Predictions for  Chesapeake Bay,  AD 699 408  
by c. L.  Bretschneider  
MP 4-59  Nov  1959  Hurricane Suree  Predictions  for  Delaware  Bay and  AD 699 904  
River, by c. L.  Bretschneider  
MP  1-62  Jun  1962  A General  Reconnaissance of Coastal Dunes of  AD 699 905  
California, by R.  P. Zeller  

CERC-3'{  
BEACH  EROSION  BOARD  
Technical  M~noranda  
Number----------- Date------- Title-------·------------·-·-----------------------··----------·--------- AD Nulllber---------- 
TM  1  1940  A Model Study of the Effect of Subt~erged  Breakwater~ on  AD  6Y7  119  
Wave  Action, by w.  c.  Hall  
TM  2  Feb 1942  Abrasion of Beach Sand,  by M.  A. Mason  AD  697 120  
TM  3  May  1944  Shore  Processes and  Beach  Characteri~tics, by w.  c.  AD  69'7  121  
Krumbein  
Tt1  4  t4ay  1944  Surface Features of Coral  Reefs, by L. Dryden  AD  697 122  
TM  5  May  1944  A ~/ave t1ethod  for  Detennining Depths  Over  Bottom  AD  697 123  
Discontinuities, by M.  A. Mason  
TM  6  Oct  1948  An  Ocean Have  l1easuring Instrument,  oy  J. M.  AD  697 124  
Caldwell  
TM  7  Sep 1944  Shore Currents and  Sand 11ovement  on  a  Model  Beach, by  AD  697 129  
w.  c.  Krumbein  
Tt1  tl  Jul  1945  Depths of Offshore Bars, by G.  H. Keulegan  AD  697 130  
TM  9  Jul 1948  Proof Test of Water  Transparency l"'ethod of Depth  AD  697 131  
Determination,  by  J.  V.  Hall,  Jr.  
TM  10  1948  Experimental  Steel Sheet  Pile  Groin~, Palm  Beach,  AD  697 132  
Florida, by BEB  and  c. w.  Ross  
TI'1  11  Nov  1949  Reflection of Solitary Waves,  by  J. M.  Caldwell  AD  699 389  
Ti'1  12  Feb  1952  Durability of Steel Sheet Piling in  Shore Structures,  AD  6Y9  390  
by A.  c.  Rayner  
Tt1  13  Ja!'l  1950  Longshore  Current Observations in Southern California,  AD  699 391  
by F.  P. Shepard  
m  14  Mar  1950  Report  on  Beach Study in the Vicinity of Mugu Lagoon,  AD  699 392  
California, by  D.  L.  Inman  
TM  15  Jan  1950  Lonsghore Bars and  Longshore Troughs, by F.  P. Shepard  AD  699 393  
TM  16  Hay  1950  Accretion of Beach Sand  Bel1ind  a  Detached  Breakwater,  AD  699 394  
by J. w.  Handin  
Tr1  17  Ju!'l  1950  Test of Nourishment of the Shore by Offshore  AD  699 395  
Deposition of Sand, by  J. v. Hall,  Jr.  
TH  18  Jul  1950  The  Rayleigh Disk  as  a  Wave  Direction  Indicator, by  AD  223 917  
J.  V.  Hall,  Jr.  
Ti1  19  Jul  1950  Subrnarine Topot;raphy and  Sedimentation in the Vicinity  AD  699 396  
)f Mugu  Submarine  Canyon,  California, by D.  L. Imnun  
Tl1  20  Jul  1950  Beach Cycles in Southern California, by F.  P. Shepard  AD  699 397  

nr 21 l~ov 1950 The Inter~retation of Cros~ed Orthogonals in Wave AD 699 398 Refraction Pheno1nena, by H. J. Pierson, Jr. 
CERC-38  
BEACH EROSION  BOARD  
Technical Memoranda  
Number------ Date  Title  AD  Number  
TM  22  Mar  1951  The Source, Transportation, and  Deposition of Beach  AD  699 399  
Sediment in  Southern California, by  J. w.  Handin  
TM  23  May  1951  The Use and Accuracy of the Emery Settling Tube for Sand Analysis, by D. w. Poole, w. s. Butcher, and  AD  699 400  
R.  L.  Fisher  
TM  24  Apr  1951  The Accuracy of Present Wave Forecasting Methods with Reference to Problems in Beach Erosion on the New  AD  699 401  
Jersey and  Long  Island  Coasts, by \-1.  J. Pierson,  Jr.  
TM  25  Nov  1951  The  Slope of Lake  Surfaces  Under  Variable Wind  Stresses,  AD  699 402  
by B.  Haurwitz  
TM  26  Nov  1951  Sand  Movement on  the Shallow Inter-Canyon  Shelf at  La  AT!  169 582  
Jc.lla,  California, by F.  P. Shepard and  D.  L.  Inman  
TM  27  Jun  1952  Wind  Set-up and Haves  in Shallow v/ater, by T.  AD 699 403  
Saville,  Jr.  
TM  28  Oct  1952  Source of Beach Sand  at  Santa Barbara, California,  as  AD  699 404  
Indicated by Mineral Grain  Studies, by  P.  D.  Trask  
TM  29  Dec  1952  Artificially Nourished  and  Constructed  Beaches,  by  AD  699 480  
J.  V.  Hall,  Jr.  
TM  30  Feb  1953  Annotated  Bibliography on  Tsunamis, by M.  P. Cueller  AD  699 405  
TM  31  Feb 1953  Laboratory Study of Wave  Energy Losses by Bottom  AD  011 564  
Friction and  Percolation, by R.  P. Savage  
TM  32  Mar  1953  Accuracy of Hydrographic Surveying in  and  Near  the Surf  AD  020 095  
Zone,  by T. Saville, Jr., and  J.  M.  Caldwell  
TM  33  Mar  1953  Laboratory Investigation of the Vertical  Rise of  AD  011 565  
Solitary Waves  on  Im~ermeable Slopes, by J.  v.  
Hall,  Jr., and  G.  M.  Watts  
TM  34  Mar  1953  Development and  Field Tests of a  Sampler  for  Suspended  AD  020 100  
Sediment in Wave  Action, by G.  M. Watts  
TM  35  Mar  1953  Analysis of Moving  Fetches for Wave Forecasting, by  AD  024 440  
K. Kaplan  
TM  36  Mar  1953  Wave  and  Lake  Level  Statistics for  Lake  Michigan, by  AD  020 097  
T. Saville,  Jr.  
TM  37  t1ar  1953  Wave  and  Lake  Level  Statistics for  Lake  Erie, by  AD  020 093  
T. Saville,  Jr.  
TM  38  Mar  1953  Wave  and  Lake  Level  Statistics for  Lake  Ontario, by  AD  020 099  
T. Saville,  Jr.  
TM  39  Mar  1953  Areal and  Sea!'!onal  Variations in  Beach and  Nearshore  AD  020 041  
Sediments at  La  Jolla, California, by  D. L. Inman  

CERC-39  
BEACH  EROSION  BOARD  
Technical Memoranda  
Number------- Date  Title  AD  Number  
TM  40  Mar  1953  The l1echanics of Deep Water,  Shallow \'later,  and  Break AD  020 096  
ing Waves,  by  J.  R.  Morison  
TM  41  Aug  1954  Laboratory Study of Equilibrium Profiles of Beaches, by  AD  046 515  
R.  L.  Rector  
TM  42  Oct  1953  A Study of Sand  Movement  at South Lake \lorth Inlet,  AD  024 439  
Florida, by G.  M. Watts  
TM  43  Dec  1953  On  Ocean \/ave Spectra and  a  New  ~lethod of Forecastin;;  AD  026 444  
Wind-Generated  Sea, by G.  Neumann  
TM  44  Jun  1954  Coast Erosion and the Development of Beach Profiles, by  AD  040 418  
P. Bruun  
TM  45  Oct  1954  Modification of Wave  Height  Due  to  Bottom Friction,  AD  048 974  
Percolation,  and  Refraction, by  c. L.  Bretschneider  
and  R. o.  Reid  
TM  46  Sep 1954  Field  Investigations of Wave  Energy Loss in  Shallow  AD  047 144  
Hater  Ocean Waves, by  c.  L. Bretschneider  
TM  47  Jul  1954  Stability of Oscillatory Laminar  Flow Along  a Wall, by  AD  049 231  
Huon  Li  
TM  48  Aug  1954  Sand  Movement by Waves, by T.  Scott  AD  049 232  
TM  49  Aug  1954  Bore  Hole  Studies of the  Naturally Impounded  Fill  AD  049 233  
at Santa Barbara, California, by P.  D. Trask  
TM  50  Aug  1954  Statistical Significance of Beach Sai11pling t1ethod-;;,  by  AD  046 516  
W. c.  Krwnbein  
TM  ~1  Oct  1954  Generation of Wind  Waves  Over  a  Shallow Bottom, by  AD  046 517  
c. L.  Bretschneider  
TM  52  Dec  1954  Laboratory Study of Effect of Tidal  Action  on  Wave AD  055 553  
Formed  Beach  Profiles, by  G.  M.  \latts and  R. F.  
Dearduff  
TM  53  S<=p  1954  Laboratory Study of the Effect of Varyin;; Wave on Beach Profiles, by G. M. Watts  Periods  AD  046 518  
TM  54  Nov  1954  Laboratory and  Field  Tests of Sounding Leads, by  AD  on oo6  
G. t1.  Watts  
Tt1  55  Nov  1954  North Atlantic  Coast Wave  Statistics Hindcast by  AD  060 737  
Bretschneider--Revi sed  Sverdr'up-Munk Hethod,  by  
T.•  Saville,  Jr.  
TM  56  Oct  1954  An  Electronic Wave  Spectrum Analyzer  and  Its Use  in  AD  040 975  
Engineering Problews, by w.  J. Pierson,  Jr.  
TM  5'7  Feb  1955  North Atlantic Coast Wave  Stati-;;tics Hindcast by Wave  AD  060 788  
Spectr urn  Method, by G.  Neumann  and  R. \J.  J i:ilile s  

CERC-40  
BEACH  EROSION  BOARD  
Technical Memoranda  
Number  Date  Title  AD  Number  
TM  58  Jul  1955  A Magnetic Tape Wave  Hecorder and  Energy Spectrum  AD  109 838  
Analyzer for the Analysis of Ocean Wave  Records, by  
s~  S4 Chang  
TM  59  Feb  1955  Laboratory Study of Shock Pressures of Breaking Waves,  AD  060 789  
by  C~ W4  Ross  
TM  60  Jan  1955  Generalized  Laboratory Study of Tsumani  Run-up, by  AD  090 790  
K~ Kaplan  
TM  61  Aug  1955  Laboratory Study of Wind  Tides in  Shallow Water, by  AD  077 007  
o.  J~  Sibul  
TM  62  Nov  1954  Restudy of Test-Shore Nourishment by Offshore Deposi AD 055 554  
tion of Sand, Long Branch,  New Jersey, by R.  L4  Harris  
TM  63  Sep  1955  A Study of Sediment Sorting by Waves Shoaling  on  a  AD  077 008  
Plane  Beach, by A4  T. Ippen  
TM  64  Oct  1955  Laboratory Data  on  vlave  Runup and  Overtopping  on  AD  077 009  
Shore Structures, by T. Saville,  Jr4  
TM  65  Oct  1955  Sand  Variation  at  Point Reyes Beach, California, by  AD  115 101  
P. D4  Trask and  c. A.  Johnson  
TM  66  Dec  1955  Factors Affecting the Economic  Life of Timber in  AD  115 102  
Coastal  Structures, by  R~  A. Jachowski  
TM  67  Dec  1955  A Model  Study of the Run-up of Wind-Generated Waves  AD 074 529  
on  Levees with Slopes of  1:3 and  1:6, by 04  J~ Sibul  
and  E~  G~ Tickner  
TM  68  Feb  1956  Wave Action and  Sand  Movement  Near Anaheim  Bay,  AD  115 104  
California, by  J4  M. Caldwell  
TM  69  Dec  1954  Wave Forces on  Piles:  A Diffraction Theory, by  AD 699 406  
R. c.  t1cCamy and  R~  A~  Fuchs  
TM  70  Dec  1954  The  Effect of Fetch Width  on  Wave Generation, by  AD  055 552  
T~  Saville,  Jr~  
TM  71  Apr  1955  Re-Analysis of Existing Wave Force Data  on  Model  AD  065 350  
Piles, by R.  c.  Crooke  
TM  72  Mar  1955  Laboratory Study of the Generation of Wind Waves in  AD 060 822  
Shallow Water, by 0.  J. Sibul  
TM  73  Apr  1955  Graphical Approach to  the Forecasting of Waves in Moving  AD 065 351  
Fetches, by  B. w. Wilson  
TM  74  May  1955  Water Surface Roughness and  Wind  Shear Stress in  a  AD  077 512  
Laboratory Wave  Channel, by  o.  J4  Sibul  
TM  75  Jun  1955  Mechani-:-s of Bottom Sediment Movement  Due  to Wave  AD  077 513  
Action, by M4  Manohar  

CERC-41  
BEACH  EROSION  BOARD  
Technical 11emoranda _...... ---·------------- 
Number-------··- Date---- Tit}.~-------·-----·-------------------·-------------- AD  Number  
TM  '76  Jun  1955  t1overnent of Sand  Around  Southern California  AD  077 514  
Promontorie~, by  P. D. Tra~k  
TM  77  feb  1956  Behavior of Beach Fill at Ocean  City,  New Jersey, by  AD  115 380  
G. M. \Iotts  
Tt1  '7d  Mar  1956  Hurricanes Affectin~ the Coast of Texas from  Galve~ton  AD  115 551  
to  Rio Grande, by w.  A. Price  
TM  79  Mar  1956  Orbital Velocity Associated with Wave Action  Near  the  AD  098 208  
Breaker  Zone,  by D.  L. Inman  
Tr-1  80  Apr  1956  Hodel Study of Overtopping of Wind-Generated io/aves on Levees with Slopes of 1:3 and 1:6, by o. J. Sibul and  AD  088 706  
E. G. Tickner  
TM  81  Jun  1956  Laboratory Study of  Short-Cre~ted \lind \laves, by  AD  071 976  
G. c.  Ralls,  Jr., and  R.  L.  Wiegel  
TM  82  Jul  1956  Changes  in Sand  Level  on  the Beach and  Shelf at La  AD  114 828  
Jolle, California, by  D.  L.  Inman  and  G. s.  Rusnak  
Tl1  83  Jun  1956  Approximate Response of \later  Level  on  a  Sloping Shelf  AD  114 829  
to  a  Wind  Fetch Which  Moves  Directly Towards Shore, by  
R.  O.  Reid  
TM  84  Dec  1956  Wave Forecasting Relationships  for  the Gulf of Mexico,  AD  132 762  
by  c.  L. Bretschneider  
Tt1  85  Se!J  1956  Viave Statistics for  the Liulf of Mexico off Brownsville,  AD  115 151  
Texas, by  c. L.  Bretschneider and  R.  D.  Gaul  
Tl1  86  Sep  1956  Wave Statistics for the Gulf of Nexico off Caplen, Texas, by c. L. Bretschneider and R. D, Gaul  AD  115 152  
Tr1  87  Oct  1956  <lave ::>tatistics for  the Gulf of Mexico off Burrwood,  AD  115 153  
Louisiana, by  c.  L. Bretschneider and  R.  D.  Gaul  
TH  88  Oct  19:56  vJave Statistics for  the Gulf of Mexico off Apalachicola,  AD  115 1?4  
Florida, by  c.  L. Bretschneider and  R.  D.  Gaul  
Tr1  89  Oct  1956  It/ave  Statistics for  the Gulf of Hexico off Tampa Bay,  AD  132 763  
Florida, by  c.  L. Bretschneider and  R.  D.  Gaul  
TM  90  Sep  1956  Relative Efficiency of Beach Sampling Methods, w. c. Krwnbein and H. A. Slack  by  AD  115 155  
TM  91  Nov  1956  Changes  in  ConfiJuration of Point Reyes Beach,  AD  111 323  
California 1955-1956, by P.  D. Trask  
TM  92  i•lar  195'7  Sand  By!Jassing  at  Port Huenemme,  California, by  AD  132 765  
R.  P.  Savage  

TM 93 Feo 1957 	Modification of the Quadratic Bottom-Stress Law for AD 132 766 Turbulent Channel Flow in the Presence of Surface Wind-Stress, by R. o. Reid 
CERC-42  
BEACH  EROSION  BOARD  
Technical  Hemoranda  
Number  Date  Title  AD  Number  
TH  94  Hay  1957  Preliminary Report:  Laboratory Study of the Effect of  AD  158 636  
Uncontrolled  Inlet  on  the Adjacent  Beache~, by T.  
Saville, Jr.,  J. M.  Caldwell,  and  H.  B.  Simmons  
TM  95  MaY  1957  Effect of Bottom Roughness  on  Wind  Tide in  Shallow  AD  158 635  
\later, by E.  G. Tickner  
TM  96  Jun  19':)7  Factors Affecting the Durability of Concrete in  AD  158 634  
Coastal Structures, by B.  Hather  
TH  97  Jul 195'7  Turbulent Flow Near  an  Oscillating Wall, by G.  Kalkanis  AD  153 751  
TM  98  Jun  1957  Hurricane Wave Statistics for  the Gulf of Mexico, by  AD  1:i8 633  
B. w.  Wilson  
TH  99  Sep  1957  t-lodel  Tests on  a Triple-Bulkhead Type  of Floating Break AD  150 541  
water,  by c. w.  Ross  
T!1  100  Oct  1':!57  i/ave-Generated  Hipple~ in  Neare<hore Sands, by  AD  150 542  
D.  L.  Inman  
TM  101  Oct  1957  !June Formation and Stabilization 'oy Vec,etation Planting~, by J. H. Davis  and  AD  150 54]  
Tt1  102  Oct  1957  A 11ethod  for  ~pecification of Sand  for  Beach Fills, by  AD  155 596  
W. c.  Krumbein  
T!1  103  Dec  195'1  !1odel  Study of i/ave Refraction, by R.  L. ~liege! and  AD  158 597  
A.  L.  Arnold  
TM  104  Feb  1953  The 11echanic~ of the 11otion of Discrete Spherical Hottan Sedi~ent Particles Due to ~1oalin~ Waves, by  AD  1:)3 595  
P. s.  Ea&leson,  R.  G.  Dean,  and  L.  A.  Peralta  
TM  105  !1ar  19?8  Movement of bottom  Sediment in  Coastal Water<>  by  AD  203 936  
Current~ and Waves:  Measurements  with the Aid  of  
Radioactive Tracers· in the  Netherland<>, by  J. J.  
Arlman,  P. Santema,  and J.  N. Svasek  
Tt1  106  Aug 1958  Laboratory Study of Breaking Wave  Forces  on  Piles, by  AD  203 937  
11.  A.  Hall  
TM  107  Aug  1958  Behavior of Beach Fill and  d0rroo1 Area  at  Harrison  AD  216 608  
County,  Mi~sis~ippi, by G.  M. Watts  
TM  108  llov  1958  Surf Statistics for  the Coasts of the  United  State<>,  AD  216 609  
by  J.  R.  Helle  
Tl1  109  Har  1959  Laboratory Data  on  i/ave Runup  on  Roughened  and  AD  216 610  
Imper~:Jeable Slope~, by R.  P. Savage  
T11  110  Apr  1959  Beaches Near  San  Francisco,  California  1956-1957,  by  AD  216 7'(1  
P.  D.  Trask  
Tr1  111  r1ay  1959  Large-Scale Tests of ~/ave F·:)rces  on  Piling (Prelit•Jinarv  AD  216 T(2  
Report), by  c. w.  Hoss  

CERC-43 
BEACH EROSION BOARD 
Technical Memoranda 
Number Date 	Title AD Number 
TM 112 May 1959 	The Propagation of Tidal Waves into Channels of AD 227 461 Gradually Varying Cross-Section (Effects of a Frictional Resistance Over the Bed), by P. Perroud 
™113 Jun 1959 	Behavior of Beach Fill at Virginia Beach, Virginia, by AD 227 462 
G. M. Watts 
TM 114 Jun 1959 	Laboratory Study of the Effects of Groins on the Rate AD 227 463 of Littoral Transport; Equipment Development and Initial Tests, by R. P. Savage 
TM 115 Jun 1959 	Suspended Sediment Sampling in Laboratory Wave Action, AD 227 464 by J. c. Fairchild 
TM 116 Jul 1959 	On the Theory of the Highest Waves, by J. E. Chappelear AD 227 465 
TM 117 Aug 1959 	The Damping of Oscillatory Waves by Laminar Boundary AD 227 466 Layers, by P. s. Eagleson 
TM 118 Aug 1959 	Wave Variability and Wave Spectra for vlind-Generated AD 227 467 Gravity Haves, by c. L. Bretschneider 
TM 119 Aug 1960 	Sand Movement by Wind Action (On the Characteristics AD 246 157 of Sand Traps), by K. Horikawa and H. w. Shen 
TM 120 Aug 1960 	The Prediction of Hurricane Storm-Tides in New York AD 246 351 Bay, by B. H. Wilson 
TM 120A Apr 1961 	Discussion of Technical Memorandum No. 120 (The AD 258 308 Prediction of Hurricane Storm-Tides in New York Bay), by D. L. Harris and B. w. Wilson 
™121 Sep 1960 	Development and Tests of a Radioactive Sediment Density AD 246 158 Probe, bv J. M. Caldwell 
TM 122 Nov 1960 	Effects of Reefs and Bottom Slopes on Wind Set-up in AD 252 729 Shallow Water, by E. G. Tickner 
TM 123 Jan 1961 	Transient Wind Tides in Shallow Water, by E. G. Tickner AD 252 646 
TM 124 Mar 1961 	Experimental Study on the Solitary Wave Reflection Along AD 258 442 a Straight Sloped Wall at Oblique Angle of Inciden~e, by 
T. c. Chen 
TM 125 Mar 1961 	On the Description of Short-Crested Waves, by J. E. AD 258 443 Chapplelear 
TM 126 Jul 1961 	Equilibrium Characteristics of Sand Beaches in the AD 266 263 Offshore Zone, by P. s. Eagleson, B. Glenne, and J. A. Dracup 
TM 127 Aug 1961 	Behavior of Beach Fill and Borrow Area at Prospect AD 266 262 Beach, West Haven, Connecticut, by W. H. Vesper 
TM 128 Sep 1961 	Geomorphology of the South Shore of Long Island, New AD 266 264 York, by N. E. Taney 
CERC-44 
BEACH EROSION BOARD 
Technical Memoranda 
Number Date 	Title AD Number 
TN 129 Nov 1961 	Littoral Materials of the South Shore of Long Island, AD 271 022 New York, by N4 E. Taney 
Tl"i 130 Nov 1961 	The Analysis of Observational Data from Natural Beaches, AD 271 024 by W. C4 Krumbein 
TM 131 Nov 1962 	Littoral Studies Near San Francisco Using Tracer AD 297 385 Techniques, by A4 M4 Kamel 
TM 132 Nov 1962 	Waves in Inland Reservoirs (Summary Report on Civil AD 297 386 
vlorks Investigation, Projects Cvl-164 and CW-165), by 
OCE 
TN 133 Feb 1963 	Higher Approximation to Nonlinear Water Waves and the AD 420 426 
Limiting Heights of Cnoidal, Solitary, and Stokes' 
Waves, by E. v. Laitone 
n1 134 Jun 1963 	Beach Profile as Affected by Vertical Walls, uy AD 420 424 
A. L. Kadib 
TM 135 Aug 1963 	The Relationship Between ilatershed Geology and Beach AD 420 425 Radioactivity, by J. R. Byerly 
CONCRETE LABORATORY 

·OZ !J&Z&W!" &h!UA 
Number 
27 
30 34 
39 
Unnumbered 
________...,
Date 
Dec 1946 
Revised 
Jul 1947 

Nov 1947 

Feb 1950 

Aug 1954 

Aug 1949 

CONCRETE  LABORATORY  
Bulletins 11:..!:..1~---------------------------·---------------------Combined Series---------Concrete Analyses, Testing and Research  AD  Nurnoer  
Air Entrainment in Concrete Design The Relation of Thermal Expansion of Aggregates Durability of Concrete Ag~regates for Mass Concrete  to the  AD AD  A950 073 100 933  
Handbooks Handbook for Concrete and Cement@ <:no-oo_ Sup!Jlements and revisions are issued ~uarterly at subscription rates of $8.00 per year)  

CONCRETE LABORATORY 
Miscellaneous Papers 

AD NumberNumber Date Title 
MP  6-8  t1ay 1952  Investigation of Ceramic Aggregate for Concrete  
MP  6-30  Apr 1953  Investigations Concrete  to Develop a Test for Drying Shrinkage of  
MP  6-39  Jun 1953  Tests of Trief Cement and Laboratory-Ground, WaterQuenched, Blast-Furnace Slag Cement  AD  756 358  
f4P  6-41  Oct 1951  Basic Statistical t1ethods for the Concrete Laboratory  
Revised  
Jun 1953  
Apr 1954  Supplement 1  Statistical Methods  in Concrete Research  
Sep 1953  Comparative Tests of Soniscope for Ultrasonic Testing of Concrete  AD  756 329  
MP 6-70  Jan 1954  Tests of Joint Sealing Materials  
MP  6-72  May 1954  Ultrasonic Investigation of Cracking Floodwall (Armourdale Unit)  in Kansas City  AD  B951  480  
MP  6-80  t1ar 1954  Tests  on  Form Lumber and Form Oil  
MP  6-108  Nov  1954  Comparison of Methods of Test for Coefficient of Linear Thermal Expansion of Concrete  
MP  6-109  Development of Nonfreezing Weathering Test for Concrete:  
Nov  1954  Report 3  Supplementary Program: & SWD  Correlation Tests WES  
MP  6-111  Nov  1954  Chemical Analysis of Portland Cement for Magnesium, Sodium, and Potassium Oxides, and Sulfur Trioxide  
MP  6-112  nee 1954 Revised Dec 1957  Activities of the Waterways Experiment Station in Connection with Civil Works Investigations Relating to Concrete -Summary Report, November 1957  
MP  6-123  Investigation of Cement-Replacement f1aterials:  
Apr 1955  Report 1  Preliminary Investigations (Phase A)  
Jan 1956  Report 2  Effects on Flexural Strength (Preliminary Investigations -Phase A)  AD B951 481  
May 1956  Report 3  Effects of Three Chemical Properties of Concrete  Admixtures ·  on  the  
Apr 1956  Report 4  Preliminary Field Investigations (Phase B)  AD  756 300  
Mar 1957  Report 5  Performance of Various f~aterials in f1ass Concrete, Laboratory Study (Phase C)  
f4ay 1957  Report 6  Performance of Various f~aterial s in Mass Concrete, Field Study (Phase D)  

Number 
MP 6-123 (Cont) 
MP 6-132 
MP 6-137 MP 6-158 MP 6-159 MP 6-165 
Date Oct 1958 Aug 1959 Revised 
Mar 1962 Feb 1964 Aug 1962 Jun 1964 Apr 1965 
Nov 1966 
Oct 1966 Nov 1967 
Jun 1955 Nov 1957 Jan 1958 Oct 1967 
Jun 1955 Mar 1956 May 1957 Feb 1956 
Apr 1956 
CONCRETE LABORATORY 
Miscellaneous Papers Title 
Report 7 	Comparative Tests of Compressive Strength of Mortars Containing Pozzolans 
Report 8 	Tests of Samples of Fly Ash, Sutton Reservoir Project 
Report 9 	Significance of Pulse-Velocity Data for r4ass Concrete Blocks 
Report 10 	Use of Large Amounts of Pozzolans in Lean Mass Concrete 
Report 11 	Pulse Velocity and Compressive Strength at Advanced Ages of Phase D Concrete Blocks 
Report 12 	Compressive Strength Development of 193 Concrete Mixtures During 10 Years of Moist Curing (Phase A), by Bryant Mather 
Report 13 	Use of Water-Reducing and Water-Reducing,Retarding Admixtures in ~1ass Concrete, by 
W. 0. Tynes Report 14 Use of Large Amounts of Pozzolans in Lean Mass Concrete (Second Phase), by W. 0. Tynes Report 15 Temperature Rise of f4ass Concrete Mixtures, 
by W. 0. Tynes Investigation of Creep in Concrete: Report 1 Review of Literature on Creep in Concrete Report 2 Evaluation of Equipment and Initial Tests Report 3 Creep of r.1ass Concrete Report 4 Effect of Specimen Size and Wet-Sieving to 
Remove Aggregate Larger than 1-1/2 In., by 
E. E. McCoy and H. T. Thornton Petrographic Examination of Hardened Concrete Report of Aggregate Tests, Devil 's Kitchen Dam Report 2 Second Series of Tests Tensile Crack Exposure Tests of Stressed Reinforced 
Concrete Beams Tests of Concrete Cores from Devil 's Kitchen Dam, Illinois 
AD AD AD 
AD AD AD AD 
AD 
AD AD 
AD 
Number 757 137 756 322 
757 241 756 299 757 242 756 324 
756 131 
756 185 756 132 
661 294 
C-4  
CONCRETE LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  

MP  6-166  Study of Variables in Moisture Loss Testing of MembraneForming Curing Compounds:  
Apr 1956  Report 1  Effect of Batch Order, Temperature and Velocity  
MP  6-169  May  1956  Cement-Aggregate Reaction:  What is the Problem?  
MP  6-173  Jun 1956  The Partial  Replacement of Portland Cement in Concrete  
MP  6-174  Jun 1956  Application of Petrographic Procedures neering  to Highway Engi 
MP  6-177  Jun 1956 Revised  Exposure of Concrete Specimens  at Treat Island, Maine  
Jul  1958  
MP 6-178  Jul  1956  Factors Affecting Time-Temperature Relations in Automatic Freezing-and-Thawing Tests of Concrete  
MP  6-183  Aug  1956  Resistance to Accelerated Laboratory Freezing and Thawing of Concrete Specimens Made with Expanded LightweightAggregates  
r~P  6-184  Aug  1956  Report of Aggregate Tests, Cape Girardeau Floodwall  
MP  6-187  Nov  1956  A Brief Investigation of a Modified Penetration Apparatus for Determining Consistency of Freshly Mixed Concrete  
MP  6-188  Nov  1956  Study of Concrete Specimens Damaged by Electrolysis  
MP  6-189  Nov  1956  A Limited Investigation of the Chace Air Meter (AE-55 Air Indicator}  
MP  6-195  Jan 1957  An Investigation of Sanded Grouts Using Manufactured Sands  
MP  6-196  Feb  1957  Cooperative Sonic Tests of a Standard Specimen  
MP  6-198  Jan 1957  Laboratory Tests of Portland Blast-Furnace Slag Cements  
MP  6-201  Mar 1957  Comparison of  r~ethods for Estimation of Tricalcium  
Aluminate Content of Portland Cement in Connection with  
the Evaluation of Potential  Sulfate Resistance  
t1P 6-209  t1a r 1957  Cement with Anhydrite  
MP  6-211  Apr 1957  Concrete Research at U. Experiment Station  S. Army EngineerfWaterways  
MP  6-218  May  1957  Investigation of Method  a Proposed Aggregate Degradation Test  
~1P  6-2 23  Feb  1953  Correlation Between Laboratory Accelerated Freezing and Thawing and Weathering at Treat Island, Maine  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  6-235  Aug  1957  Tests of Schokbeton Precast Concrete Units  in  Iceland  
MP  ~-236  Oct 1957  Investigation of Deterioration of Concrete, Davis Air Force Base, ~1uskogee, Oklahoma  
Feb 1958  Appendix A Cement, Sulfate, and Alkali Content and Additional Petrographic Examination of Samples of Concrete Cores  
MP  6-247  Dec 1957  Investigation of Pozzolanic and Other Materials to Replace Part of the Portland Cement in Mass Concrete Dams  AD  B951  482  
MP  6-251  Jan 1958  Report of Aggregate Tests, Alton Floodwall  
MP  6-254  Jan 1958  Petrographic Data on Structure Research  Seven Rock Samples Used  in Pore- 
MP  6-255  Feb 1958  Development of Concrete Tests for Mechanical Plant, Greenville, Mississippi  Casting  
~1P  6-256  Feb 1958  Effect of Entrained Air  on  Resistance to Accelerated  AD  B951  483  
Laboratory Freezing-and-Thawing of Concrete Specimens Made with Expanded Lightweight Aggregates  
~1P 6-257  Feb 1958  Report of Concrete Mixture Design Studies, Devils Kitchen Dam  
~1P  6-262  Mar 1958  Composition of Samples of Glacial Till from Otter Brook Oam, tlew Hampshire, and North Hartland Dam Site, Vermont  
MP  6-263  Mar 1958  Use of the Soniscope by Concrete Division, U.S. Army Engineer Waterways Experiment Station, Corps of Engi 
neers  
r~P 6-267  Jun 1958  Investigation of the Schmidt Concrete Test Hammer  AD  B951  484  
MP 6-270  Jun 1958  Laboratory Testing and Durability of Concrete  
MP  6-277  Jul  1958  Quality Materials for Highway Construction  
MP  6-278  Jul  1958  "Soundness" Tests  of Concrete Aggregates  
MP  6-279  Aug  1958  The Re 1at ive Humidity t1ethod of Test for Moisture Condition of Concrete t1asonry Units  
r1P  6-281  Aug  1958  Tests of Concrete Aggregates, Carlyle Reservoir, St. Louis District  
t1ar 1959  Appendix A Tests of Huelsman Quarry Stone for Suitabil i ty for Use as Riprap, Carlyle Dam  
MP  6-286  Oct 1958  High-Pressure Test for Determining Air Content of Hardened Concrete  AD  756 304  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  6-290  Oct 1958  Investigation of the Potential Portland Cements  Sulfate Resistance of Ten  
MP  6-297  Dec 1958  Laboratory Tests of Concrete and Reinforcing Steel, Port Allen Lock  
MP  6-318  Jan 1959  Investigation of Causes and Determination of Methods to Prevent Formation of Incrustations on Perforated Cast 
Iron Collector Pipe, New Orleans District  
MP  6-319  Jan 1959  The Mineralogical Properties of Aggregates and Their Significance  
MP  6-326  Mar 1959  Tests of Dust and Concrete Cores from Runway, Dow Air Force Base, Bangor, Maine  
MP  6-328  Mar 1959  Comparison of Methods of r1easuring Drying Shrinkage of Concrete Masonry Units  
MP  6-329  Mar 1959  Tests of Construction Materials, Cooper Dam, District  New Orleans  
MP  6-330  Mar 1959  Effects of Lignite in Sand on Compressive Strength of Mortar, Greenville Casting Plant, Vicksburg District  
MP  6-334  Apr 1959  Tests of Concrete Aggregates, St. Project, St. Louis District  Louis Flood Protection  
MP  6-342  Oct 1959  Electronic Computation of Concrete Temperatures, Greers Ferry Dam, Arkansas ·  AD  756 298  
MP  6-345  Jul  1959  Effectiveness of Mineral Admixtures in Preventing Excessive Expansion of Concrete Due to Alkali-AggregateReaction ·  
MP  6-351  Jul  1959  Investigation of Reinforcing Bars from Splitter Wall,Texarkana Dam  
MP  6-354  Aug  1959  Determination of Sulfate Ion  in Soils and Water  
r1P  6-384  Mar 1960  Research in Foundation Grouting with Cement  
MP  6-389  Apr 1960  Petrology of Concrete Aggregate  
MP  6-395  11ay 1960  Investigation of Compressive Strength of ~1olded Cylinders and Drilled Cores of Concrete Containing Crushed Limestone Aggregate  
MP  6-400  Jun 1960  Tests of Pumice, Lesser Antilles  
MP  6-405  Jul  1960  Tests of Aggregate Samples Proposed for Chain of Rocks,Low Water Dam No. 27  
MP  6-408  Sep 1960  Petrographic Data  on  Beach, Dune and River Sands  

CONCRETE LABORATORY 
Miscellaneous Papers Number Date Title AD Number 
MP  6-409  Aug  1960  Project HOBO, Grouting Support  
MP  6-410  Sep 1960  Investigation of Sand-Cement Grouts  
MP  6-415  Dec  1960  Processing Aggregates for Corps of Engineers Dams  
MP  6-416  Mar 1961  An Investigation of Methods for Determining the Percentage of Free ~1oisture in Fine Aggregate  
MP  6-419  Mar 1961  Drilling and Grouting Support, Project COWBOY  
MP  6-420  Mar 1961.  Concrete Research at U. Experiment Station  S. Army Engineer Waterways  
MP  6-421  Mar 1961  Description of the Concrete Division, U. S. Army Engineer Waterways Experiment Station, Jackson Installation, Jackson, Mississippi  
MP  6-422  Mar 1961  Extremely Lean Mass Concrete with Pozzolans  
MP  6-425  Apr 1961  Project BUCKBOARD, Grouting Support  AD  756 350  
MP  6-429  Apr 1961  Special Grouting Operations for Underground Nuclear Tests  
MP  6-431  May  1961  Significance of ASTM Designation C 265, in Hydrated Portland Cement t1ortar  Calcium Sulfate  
MP  6-433  Masonry Unit-Masonry Mortar Interaction:  
Jun 1961  Report 1  Review of Literature  
~1P 6-452  Sep  1961  Investigation of a Proprietary Rapid-Setting Cementitious t1aterial  AD  756 301  
MP 6-456  Oct 1961  Velocity Tests of Concrete, Riverside Wall, Ashley Street Plant, Union Electric Company, St. Louis,  
Missouri  
MP  6-460  Dec  1961  Pozzolan  
MP  6-467  Jan 1962  Optimum Air Content for Interior ~lass Concrete  
MP  6-471  Jan 1962  Investigation of Cationic Admixtures  in Concrete  
MP  6-473  Feb  1962  Fly Ash and 14ater-Reducing Admixtures for Articulated Concrete Mattress  
MP  6-476  Mar 1962  Comparative Compressive Strength of Rodded and Vibrated Cylinders  AD  757 382  
MP  6-480  Mar 1962  Evaluation of Stone for Protection Work  

CONCRETE LABORATORY 
Miscellaneous Papers Number Date Title AD Number 
~1P  6-493  Investigation of Concrete in Eisenhower and Snell St. Lawrence Seaway:  Locks,  
May 1962  Report 1  Inspection and Repairs  
Jul  1963  Report 2  Examination of Cores  
MP  6-510  Jul  1962  Investigation of Abnormal Stiffening of Concrete Containing Calcined Shale Pozzolan  AD  A950  086  
r~P  6-514  Jul  1962  Project GNOME; Design, Testing, and Grout Mixtures  Field Pumping of  
MP  6-517  Aug  1962  Method  to Determine Height of Grout in  a Deep Hole  
r~P  6-520  High-Compressive-Strength Concrete:  
Aug 1962  A Review of the State of the Art  
Feb 1964  Report 2  Development of Concrete Mixtures  AD  433 651  
Sep 1965  Report 3  Summary Report, by K. and E. F. Smith  L. Saucier, W.  0. Tynes,  AD  622 445  
MP  6-523  Sep 1962  Investigation of Aggregate Sources, Yazoo Backwater Project, Vicksburg District  AD  751 599  
r~P  6-527  Sep 1962  Velocity Tests of Concrete, Retaining Wall, South Amsterdam, New York  AD  751 600  
t4P  6-530  Sep  1962  Alkali-Silica and Alkali-Carbonate Reactivity of South Dakota Sand  a  AD  751 601  
MP  6-531  Sep 1962  Effect of Duration of Moist Curing on the Relative Durability of Concrete in Freezing and Thawing  AD  751 471  
MP  6-533  Oct 1962  Effect of Added  Gypsum  on  the One-Day Strength of t1ortar  AD  751 754  
MP  6-538  Nov  1962  Tests of Concrete Mixer Performance, Carlyle Reservoir Project, Carlyle, Illinois  AD  751 753  
,Jan 1965  Errata Sheet  
MP  6-539  Nov  1962  Tests of Samples ville Reservoir,  from Potential Riprap Sources, ShelbyKaskaskia River, Illinois  AD  751 752  
MP  6-548  Dec  1962  Shale Samples,  Waco Dam,  Texas  (includes Appendix A)  
MP  6-567  Feb 1963  High-Compressive-Strength Concrete, A Progress Report  AD  751 602  
MP  6-568  Apr 1963  Research on Suitability of Locally Available Aggregatesfor Highway Construction  
MP  6-570  Jan 1963  Project DANNY BOY: Petrographic Examination and Physical Tests of Selected Cores  AD  751 755  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
t~P  6-571  May 1963  Composition and Constitution of Ten Samples of Glacial Till, St. Lawrence Seaway Project  AD  752 105  
MP  6-575  Apr 1963  flperation NOlH;AT,  Shot HARO  HAT Grouting Support  Al'l  423 237  
MP  6-579  11ay 1963  Tests of Rock Cores from Oiversion Tunnel Oam, Caddo River, Arkansas  Site, Oer.ray  AO  752 181  
MP  6-585  Jul  1963  Evaluation of Concrete by llltrasonic Testing, Warren Auxiliary Sites, Squadron III  F.  E.  AO  752 182  
t~P  6-586  Jul  19fi3  Temperature Rise Tests of t1ass Concrete for Locks and nams 1 and 2, Arkansas Post Canal Route, Arkansas  AO  752 104  
River, Arkansas  
t1P  6-588  Jul  1963  Investigation of Concrete Aggregates, Shelbyville Reservoir Project  AO  752 109  
HP  6-589  Jul  1963  Investigation of Concrete Aggregate and Riprap Stone for the Rend Lake Reservoir  AD  752 106  
MP  6-5CI1  Jul  1963  Petrographic Examination of Clays and Shales and Temperature Rise Test of Concrete, Amistad Dam, Texas  AD  752 108  
MP  6-596  Aug  1963  Investigation of Concrete 11aterials and Riprap for lise at Oer.ray Dam  AD  752 419  
MP  6-603  Oct 1963  Construction Materials, Columbia and Jonesville Locks  AD  752 802  
and nams, Vicksburg Oistrict  
MP  6-fi04  Oct 1963  Determining the Coordination Number of Aluminum X-ray Emission Spectroscopy  Ions by  AD  752 259  
MP  6-609  Nov  1963  Dynamic and Static Tests of Plain Concrete Specimens  AO  752 803  
Nov  1964  Report ?.  Phase II: Flexure and Triaxial b_v R. L. Lundeen  Compression,  AD  752 804  
MP  6-611  nee  19fi3  nurability and Behavior of Pretensioned-Prestressed Concrete Beams  AO  752 325  
MP  6-613  Concrete Laboratory Studies, nworshak (Rruce's Eddy)Dam, North Fork, Clearwater River, Near Orofino, Idaho:  
nee  1963  Report 1  Beam Tests  AD  752 805  
nee  1964  Report 2  Creep Tests, by E. ann H. T. Thornton  E. McCoy,  J. K. Allgood,  AO  752 806  
Oec  1964  Report 3  Additional Tests of Large Beams, by E. Smith and W. 0. Tynes  F.  AD  752 807  
t·1P  6-616  Jan 1%4  Evaluation of Asrhaltic ~Jaterproofing Systems for Concrete Structures  AD  752 110  
MP  6-624  Feb 1964  The Strength of Portland-Cement Concrete by Air, Water, and Cement Content  as  Affected  AD  752 326  

CONCRETE LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  6-628  Apr 1963  Operation SUN Field Pumping  BEAM; Shot SMALL BOY; Design, Testing, and of Grout Mixtures  AD  411 344  
MP  6-634  Mar 1964  Concrete Mixer Performance; Mattress Casting Fields, Caruthersville, Missouri, and Richardson Landing,  AD  752 808  
Tennessee  
MP  6-635  Mar 1964  Concrete Mixer Performance, Vidalia Mattress Casting  AD  752 809  
Plant, Vidalia, Louisiana  
MP  6-637  Mar 1964  Making and Curing Concrete Specimens  AD  753 163  
MP  6-640  Apr 1964  Project DANNY BOY: of Grout Mixtures  Design, Testing, and Field Pumping  AD  752 741  
MP  6-643  Apr 1964  Investigation of the Feasibility of Manufacturing Aggregate by Nuclear Methods  AD  601 698  
MP  6-646  Apr 1964  Alkali-Silica and Alkali-Carbonate Reactivity of Some Aggregates from South Dakota, Kansas, and Missouri  AD  752 810  
MP  6-650  May  1964  Instruments for Determining Deep Holes  the Elevation of Grout in  AD  483 992  
Apr 1966  Report 2  Further Investigations, by B.  J. Houston  AD  483 901  
MP  6-653  May 1964  Examination of Concrete, Point, New York  U. S. Military Academy,  West  AD  752 905  
MP  6-658  Jun 1964  Tests of Shale and Coal Cores from Proposed Spillway Site, Shelbyville Reservoir, Kaskaskia River, Illinois  AD  753 521  
MP  6-659  Jun 1964  Alkali-Carbonate Reaction Dam Powerhouse  in Concrete from  Chickamauga  AD  753 522  
MP  6-660  Project Pre-SCHOONER:  
Jul  1964  Report 1  Stem Design (superseded by Report 2)  AD  752 878  
Jan 1965  Report 2  Stem Design and Shotcrete, Grout, and Concrete Support, by K. L. Saucier, J. C. Wines, and G. V.,. r1a rler  
MP  6-665  Jul  1964  Durability of Prestressed Concrete Beams  AD  752 879  
MP  6-669  Aug  1964  Sodium Chloride in Estuary Models, by R.  E. Richter  AD  753 523  
MP  6-671  Aug  1964  Cooperative Investigation of Acceptance Test Methods for Chemical Analysis of Pozzolans for Major Oxides, by  AD  753 338  
Leonard Pepper  ·  
MP  6-674  Oct 1964  Research  on  Plain Concrete, by Bryant t1ather  AD  753 524  

CONCRETE  LABORATORY  
t4iscellaneous  Papers  
Number  Date  Title  AD  Number  
MP  6-681  Nov  1964  Effect of Load  on Modulus of Elasticity, by D.  A. Linger  AD  739 562  
and  E. E. McCoy  
MP  6-682  Nov  1964  Alkali  Reactions with Carbonate Rock, by Bryant Mather  AD  739 561  
MP  6-690  Dec 1964  Effects of Sea Water  on  Concrete, by Bryant Mather  AD  739 563  
MP  6-692  Jan 1965  Evaluation of 16-cu-ft Laboratory Concrete Mixer, by K. L. Saucier  AD  739 564  
MP  6-695  Jan 1965  Petrographic Examination of Samples from Buffalo Harbor, New York, by W. I. Luke and Katharine Mather  AD  740 283  
MP  6-698  Jan 1965  High-Strength, High-Density Concrete, by Katharine Mather  AD  740 284  
MP  6-700  May  1965  Project SHOAL, Laboratory and Field Grouting Support, Project 9.1, by J. E. t1cDonald and J. t·1. Polatty  AD  739 979  
MP  6-705  Feb 1965  Design, Analysis, and Construction of Precast Elements with Bamboo Reinforcements, by E. F. Smith and K. L.  AD  740 285  
Saucier  
MP  6-709  Feb 1965  Concrete from A to Z, by Bryant Mather  AD  739 980  
MP  6-710  Feb 1965  Shape, Surface Texture, and Coatings by Bryant ~1ather  of Aggregates,  AD  739 981  
MP  6-715  Mar 1965  Investigation of Damage by Fire to Concrete, Ensley Pumping Station, Memphis, Tennessee, by A. D. Buck and T. B. Kennedy  AD  739 982  
MP  6-716  Apr 1965  Laboratory Freezing-and-Thawing Tests of Concrete, by Bryant Mather  AD  630 066  
MP  6-717  Apr 1965  Ultrasonic Testing of Concrete t1inuteman Facilities, Grand Forks Air Force Base, North Dakota, by H. T.  AD  740 286  
Thornton  
MP  6-719  Apr 1965  Application of Petrography to Radiation Shielding . Concrete, by Katharine t~ather  AD  740 660  
MP  6-720  Apr 1965  Investigation of Procedures for Testing Grout Fluidifiers, by R. L. Curry  AD  740 279  
MP  6-724  Jun 1965  Investigation of a Reaction Involving Nondolomitic Limestone Aggregate in Concrete, by A. D. Buck  AD  740 278  
MP  6-727  Jun 1965  Admixtures for Concrete, by Bryant Mather  AD  740 661  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  6-729  Apr 1965  Project DUGOUT: Concrete, Grout, and Shotcrete Support,and Design and Postshot Evaluation of Stem, by K. L. Saucier  AD  740 662  
r~P  6-730  Aug  1965  Investigation of Concrete Aggregates and Riprap,Kaskaskia River, Illinois, Navigation Improvement,by A. D. Buck and B. J. Houston  AD  740 663  
MP  6-731  Aug  1965  Study of Microcracking of Hardened Portland-Cement  AD  740 280  
Grouts Induced by Dynamic Loading, by L.  E. Fouche  
MP 6-732  Jul  1965  Aggregates, by Bryant Mather  AD  740 287  
MP  6-737  Aug  1965  Partially Compacted Height of Concrete Workability, by Bryant t-1ather  as  a Measure of  AD  740 974  
MP  6-738  Aug  1965  Investigation of Concrete Materials for Felsenthal and Calion Locks and Dams, Ouachita and Black Rivers, Arkan- AD  740 976  
sas and Louisiana, by A. D. Buck and R. L. Curry  
~1P  6-739  Sep 1965  Petrographic Examination Katharine Mather  ~f Hardened Concrete, by  AD  740 947  
MP  6-740  Feb  1965  Investigation of Manufacture of Aggregate and Riprapby Nuclear Means, by B. J. Houston, R. L. Stowe, and D. C. Banks  AD  697 666  
MP  6-746  Oct 1965  A Resonant Vibration Technique for Laboratory Determination of Shear Wave Velocity, by E. E. McCoy  AD  740 998  
MP  6-760  Nov  1965  Soniscope Survey, Pad 39-A, Cape Kennedy, Fla., byH. T. Thornton  AD  740 9:7  
MP  6-761  Dec 1965  Soniscope Investigation of Elmendorf Air Force Base Hospital, Anchorage, Alaska, by H. T. Thornton  AD  740 978  
MP  6-762  Nov  1965  Evaluation of an Instrument to Detect Presence, Size and Depth of Steel Embedded in Portland-Cement Concrete,by K. L. Saucier  AD  740 881  
MP  6-771  Dec 1965  Strains in Conc-rete Cylinders Molded Loaded Vertically, by E. E. McCoy  Horizontally and  AD  741 931  
MP  6-772  Dec 1965  Concrete Aggregates, by Bryant Mather  AD  741 932  
t1P  6-773  r1ay 1965  Project DRIBBLE, Salmon Event; Laboratory Design,Analysis, and Field Control of Grouting Mixtures Employed at a Nuclear Test in Salt, by J. ~1. Polattyand R. A. Bendinelli  AD  624 529  
MP  6-779  Laboratory Investigation of Plastic-Glass Fiber Reinforcement for Reinforced and Prestressed Concrete:  
Feb 1966  Report 1  Plain and Reinforced Concrete, by G. and J. C. Wines  C. Hoff  AD  630 600  

Number MP 6-779 (Cont) 
MP 6-780 
MP 6-782 
MP 6-793 
MP 6-795 MP 6-796 
MP 6-802 
MP 6-803 t4P 6-805 
MP 6-806 
MP 6-807 MP 6-833 MP 6-834 MP 6-840 MP 6-845 
MP 6-846 
Date Jul 1966 Jan 1966 Jan 1966 
Feb 1966 
Mar 1966 f1ar 1966 
f1ar 1966 
Mar 1966 Mar 1966 
Har 1966 
~1ar 1966 Aug 1966 Nov 1965 Sep 1966 Oct 1966 
Oct 1966 
CONCRETE LABORATORY 
Miscellaneous Papers 
Title 
Report 2 	Prestressed Concrete, by J. C. Wines, R. T. Dietz, and J. L. Hawley 
Shock-Isolating Backpacking r1aterials; A Review of the State of the Art, by G. C. Hoff 
Investigation of a Reaction Involving Nondolomitic Limestone Aggregate in Concrete, by A. D. Buck and W. L. Dolch 
Soniscope Investigation of Prestressed Concrete Piling, South Bulkhead, Manasquan Inlet, Manasquan River, N. J., by H. T. Thornton 
Concrete Deterioration, by Bryant f1ather 
Symposium on Cracking of Concretes; Cracking Induced by Environmental Effects, by Bryant Mather 
Results of Laboratory Tests and Examinations of Concrete Cores, Carlyle Reservoir Spillway, Carlyle, Illinois, by 
B. J. Houston, W. 0. Tynes, and W. I. Luke 
Investigation of a Proprietary Chemical Admixture for Concrete, by R. L. Curry 
Use of Laboratory Dynamic Triaxial Tests to DevelopCriteria for Design of Concrete Stems for Field Cratering Tests, by K. L. Saucier 
Evaluation of the Soniscope for Nondestructive Testing of Portland-Cement Concrete Pavements, by G. M. Pace and H. T. Thornton 
Materials for Use in t1itigating Blast Loads on Deeply Buried Protective Structures, by G. C. Hoff 
Selecting Appropriate Levels of Quality, by Bryant f1ather 
Ferris Wheel Series, Flat Top I Event, Grouting Support, Project 9.1, by J. E. r~cDonald and Howard Sugiuchi 
Blast Attenuation Studies in Dividing Wall Protection Construction, by A. A. Bombich and B. R. Sullivan 
Factors Which Influence the Deterioration of Concrete 
in Dams and Measures for Prevention of Deterioration, by Bryant t~ather 
Dynamic Properties of Granodiorite, Project PILE DRIVER, by R. L. Stowe 
AD Number 
AD 637 266 
AD 741 933 
AD 741 907 

AD 741 934 
AD 741 935 
AD 741 908 

AD 741 909 

AD 742 273 
AD 742 047 

AD 742 268 
AD 742 269 AD 742 270 AD 742 048 AD 668 237 AD 742 049 
AD 742 050 
CONCRETE LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  6-849  Dec 1966  Investigation of a Vibrating Slope Method for Measuring Concrete \>lorkabil ity, by K. L. Saucier  AD  645 529  
MP  6-851  Oct 1966  Stronger Concrete, by Bryant Mather  AD  742 271  
MP  6-856  Nov  1966  Evaluation of Methods of Attenuating Blast Pressures on Walls, by A. A. Bombich and B. R. Sullivan  AD  668 238  
MP  6-862  Dec 1966  Bond of Portland-Cement Grout to Large-Diameter Steel Casing, by R. A. Bendinelli and B. R. Sullivan  AD  742 272  
MP  6-864  Nov  1966  Investigation of Plastic and Rubber-Based Coatings Used in Lieu of Rubbed Finishes on Formed Concrete Surfaces,  AD  742 051  
by J. L. Hawley and B. J. Houston  
MP  6-866  Jan 1967  Deterioration of Concrete Sidewalks and Curbs, by A. Buck and Bryant Mather  D.  AD  743 919  
MP  6-867  Jan 1967  Brucite Formation in Carbonate Rock Prisms, by A. Buck and Katharine Mather  D.  AD  743 163  
MP  6-868  Jan 1967  Field Exposure Tests of Reinforced Concrete Beams, by E. C. Roshore  AD  743 149  
MP  6-871  Mar 1967  Investigation of Use of Antifreeze Compoundsand f1ortar, by C. F. Derrington  in Concrete  AD  743 166  
f4P  6-873  Jan 1967  Investigation of Soniscope Testing Procedure, by E. ~1cCoy and H. T. Thornton  E.  AIJ  743 920  
MP  6-875  Feb 1967  Project Handcar/Painted Pony Project 9.1, Laboratory and Field Grouting and Material Support, by J. E. McDonald  AD  743 160  
MP  6-890  Apr 1967  Unsolved Problems by Bryant Mather  in Predicting the Behavior of Concrete,  AD  743 150  
MP  6-900  May  1967  Deterioration of Concrete Sidewalks and Curbs, byBryant Mather  AD  743 159  
f4P  6-906  Jun 1967  Laboratory Tests of Concrete Aggregate and Riprap for Clarence Canyon Reservoir, by B. J. Houston and W. I. Luke  AD  743 165  
MP  6-911  Aug  1967  Influence of Reinforcing Details on Yield Line Pattern and Ultimate Load-Carrying Capacity of Reinforced Concrete Slabs, by H. G. Geymayer and J. E. McDonald  AD  658 293  
MP  6-914  Apr 1967  Grouting in Support of Underground Nuclear Testing, by R. A. Bendinelli and W. L. Burnett  AD  743 323  
MP  6-916  Aug  1967  Mineralogical and Grain-Sized Data on Selected Samples from the Forest Hill Formation in Hestern f4ississippi, by B. D. Ainsworth  AD  743 372  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  6-922  Aug 1967  Field and Laboratory Studies of the Sulfate Resistance of Concrete, by Bryant Mather  AD  743 434  
MP  6-925  Aug  1967  Project Pre-Schooner II, Design, Construction, and Postshot Evaluation of Concrete Stem for Access Hole,by K. L. Saucier and F. S. Stewart  AD  743 435  
MP  6-926  Sep 1967  Design, Analysis, and Construction of Precast Concrete Elements with Bamboo Reinforcement, by K. L. Saucier and E. F. Smith  AD  743 436  
MP  6-927  Sep 1967  Concrete Deterioration, by Bryant t1ather  AD  743 437  
MP  6-928  Sep 1967  Shock-Mitigating Materials, by G.  C. Hoff  AD  743 438  
MP  6-929  Sep 1967  Deterioration of Concrete in Eisenhower Lock, St. Lawrence Seaway, by Bryant Mather  AD  743 439  
MP  6-934  Oct 1967  Development of Material Saucier  for Modeling Rock, by K.  L.  AD  662 705  
MP  6-936  Oct 1967  Comparative Adiabatic Temperature-Rise Tests of Mass Concrete, by E. E. McCoy  AD  662 746  
MP  6-938  Oct 1967  Investigation of Vacuum Mixing of Concrete, by w. Tynes  o.  AD  662 271  
MP  6-941  Oct 1967  Admixtures for Concrete, by Bryant Mather  AD  743 441  
MP  6-943  Oct 1967  Effects of Granular Content of Sulfur-Silica CappingCompound on Compressive Strength, by R. L. Curry  AD  744 133  
MP  6-958  Dec 1967  The Behavior of Concrete, by Bryant  ~1ather  AD  744 128  
MP  6-973  Feb 1968  Project Big Papa--Phase III, Cellular Concrete Fragmentation Acceptors, by A. A. Bombich, G. C. Hoff, and w. F. McCleese  AD  744 008  
MP  6-975  Mar 1968  Evaluation of Spiral-Blade Concrete Mixer, ShelbyvilleReservoir Project, Shelbyville, Illinois, by K. L. Saucier  AD  668 671  
MP  C-68-1  Jul  1968  Effect of Temperature on Air-Entraining Admixture Demand of Concrete With and Without Pozzolans, by I·J. 0. Tynes  AD  674 659  
MP  C-68-2  X-ray Emission Analysis of Portland Cement:  
Jul  1968  Report 1  Variances in Analysis, by Leonard Pepper  AD  673 692  
MP  C-68-3  Aug 1968  Effect of Rate of Loading on Strength and Young'sModulus of Elasticity of Rock, by D. L. Ainsworth and R. L. Stowe  An  732 417  

CONCRETE LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  C-68-4  Aug  1968  Temperature Rise of f1ass Tynes  Concrete l~ixtures, by W.  0.  AD  732 220  
MP  C-68-5  Sep 1968  Investigation of Materials and Methods for Use in Removing Surface Layers of Oil on Water, by B. J. Houston  AD  732 221  
MP  C-68-6  Sep 1968  Investigation of Resistance of Preplaced-Aggregate Concrete to Freezing and Thawing, by J. E. McDonald and W. 0. Tynes ·  AD  678 582  
MP  C-68-7  Sep 1968  Feasibility of Using Combustion-Titrimetric Apparatus and Procedure to Determine Sulfate Content in Portland  AD  677 393  
Cements, by T.  B. Husbands  
MP  C-68-8  Oct 1968  Investigation of ~1ethods for Removing Stains from l~ortar and Concrete, by C. F. Derrington, R. L. Stowe, and W. G. Miller (also cited as CTIAC-7)  AD  680 321  
I~P  C-68-9  Nov  1968  Dynamic Compaction of Porous Concrete, by B.  R. Sullivan  AD  732 418  
MP  C-69-1  Jan 1969  Strength and Deformation Properties of Granite, Basalt, Limestone, and Tuff at Various Loading Rates, by R. L. Stowe  AD  684 358  
MP  C-69-2  Mar 1969  Tests  on  Concrete Sheet Piles with Plastic  Interlock,  AD  732 419  
hy P.  A. Calenzo and G.  S. Orenstein  
11P C-69-3  Mar 1969  Tests of Rock Cores, Warren Siting Area, Wyoming, byD. L. Ainsworth and K. L. Saucier  AD  754 336  
MP  C-69-4  Apr 1969  Laboratory and Field Grouting Support for Project Scroll, by T. L. Ellis and D. M. Walley  AD  732 420  
MP  C-69-5  May  1969  Evaluation of a Ring Test for Determining the Tensile Strength of f4ortars and Concrete, by G. C. Hoff  AD  712 296  
rw  c-69-6  Jun 1969  Concrete Cores from Dry Dock No. 2, Charleston Naval Shipyard, South Carolina, hy A. D. Buck and Katharine t1ather  AD  690 231  
r~P C-69-7  Mar 1969  Operation Flint Lock, Shot Pile Driver, Grouting and  AD  733 876  
Materials Control, by G.  C. Hoff,  R. L. Stowe, and  
W. L. Burnett  
11P C-69-8  Jun 1969  Sulfate Soundness, Sulfate Attack, and in Concrete, by Bryant ~lather  Expansive Cement  AD  733 743  
MP  C-69-9  Jun 1969  Properties of Cedar City Tonalite, by K.  L. Saucier  AD  690 235  
MP  C-69-10  Jun 1969  Temperature-Induced Dimensional Concrete, by H. G. Geymayer  Changes  in Hardened  AD  733 744  
~1P  C-69-11  Jul  1969  Precision of Quartz Crystal and Mercury Differential Thermometers in Heat-of-Hydration Test, by Leonard Pepper  AD  692 794  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  C-69-12  Sep 1969  Tests of Rock Cores, Mountain Home,Washington,· Areas, by K. L. Saucier  Idaho, and Fairchild,  AD  737 957  
~1P C-69-13  Sep 1969  Tests on Concrete Sheet Piles with Plastic Interlock, byG. S. Orenstein  AD  731 875  
t1P  C-69-14  Sep 1969  Equation of State Studies of Eight Rock Types and One Rock-Matching Epoxy Grout, by D. L. Ainsworth and B. R. Sullivan  AD  697 084  
MP  C-69-15  Oct 1969  Potential Alkali Reactivity of Carbonate Rock from Six Quarries, by A. D. Buck  AD  697 734  
MP  C-69-16  Oct 1969  Tests of Rock Cores, Castle Study Area, California, byR. W. Crisp and K. L. Saucier  AD  737 958  
MP  C-69-17  Nov  1969  Research  on  Concrete, by Bryant Mather  AD  733 872  
~1P  C-69-18  Nov 1969  t~ethod of Test for Concrete Dilation, by D. and A. M. Alexander  L. Ainsworth  AD  733 745  
MP  C-70-1  Jan 1970  The Effect of Temperature on Creep of Concrete; A Literature Review, by H. G. Geymayer  AD  699 825  
t1P  C-70-2  Jan 1970  Bamboo Reinforced Concrete, by H. F. B. Cox  G. Geymayer and  AD  A029 842  
t1P  C-70-3  Jan 1970  Behavior of Concrete Exposedt1ather  to  the Sea, by Bryant  AD  A029 801  
t1P  C-70-4  Feb 1970  Tests of Rock Cores, Bergstrom Study Area, Texas, byK. L. Saucier and A. D. Buck  AD  A035 371  
t1P  C-70-5  r~ar 1970  Use of Atomic Absorption Spectrophotometer for Analysis of Cement, by H. H. Chang  AD  704 956  
~1P  C-70-6  t1ay  1970  Tests of Rock Cores, Scott Study Area, R. W. Crisp and C. R. Hallford  t1issouri,  by  AD  A030  954  
MP  C-70-7  Jun 1970  Tests of Rock Cores, Plattsburgh Study Area, by R. H. Crisp  New York,  AD  A035  372  
MP  C-70-8  t1ay 1970  New Applications for Low-Density Concretes, by G. Hoff  C.  AD  A029 839  
t1P  C-70-9  Jun 1970  Tests of Rock Cores, Duluth-Vermillion Study Area, Minnesota, by R. W. Crisp and K. L. Saucier  AD  A035 373  
MP  C-70-10  Jun 1970  Tests of Rock Cores, t1ichigamme Study Area, Michigan,by R. W. Crisp  AD  A030 950  
MP  C-70-11  Jul  1970  Tests of Rock Cores, Pease Study Area, by R. l~. Crisp  New Hampshire,  AD  A035 374  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  C-70-12  Jul  1970  Admixtures, by Bryant r~ather  AD  A030 951  
MP  C-70-13  Jul  1970  Model Tests of Steel and H. G. Geymayer  Tunnel  Supports, by G.  s.  Orenstein  AD  712 297  
f~P C-70-14  Aug  1970  Tests of Rock Cores, Pembine Study Area, t1ichigan and Wisconsin, by R. W. Crisp  AD  A035 375  
MP  C-70-15  Sep 1970  An Experimental Study of t1oisture r1igration in Concrete, by J. E. McDonald  AD  A030 952  
MP  C-70-16  Aug 1970  Tests of Rock Cores, t1achias Study Area, Maine, by R. Crisp  W.  AD  A035  364  
MP  C-70-17  Sep 1970  Tests of Rock Cores, Warren K. L. Saucier  II Study Area, Wyoming, by  AD  A035 365  
MP  C-70-18  Sep 1970  Portland-Cement Concrete Research, Testing, and Performance, by Bryant Mather  AD  A029 822  
MP  C-70-19  Sep 1970  Crack Extension Force Concept Applied to the Compressive Failure of Portland-Cement-Based t1ortars, by G. C. Hoff  AD  A029 821  
MP  C-70-20  Oct 1970  An Experimental Study of f·1ultiaxial by J. E. McDonald  Creep  in Concrete,  AD  A030 004  
MP  C-70-21  Oct 1970  Expansive Cements, by Bryant r1ather  AD  A030 953  
t1P  C-70-22  Oct 1970  Nonmetallic 1-laterstops, by G.  C. Hoff and B.  J. Houston  AD  A030 955  
f~P  C-70-23  Nov  1970  Low-Density Concrete Backfills for Lined Tunnels, by G. C. Hoff  AD  A029 820  
MP  C-70-24  Nov  1970  An EvaJuation of the t1SA t1ethod for Determining Particle Size Distribution, by R. L. Curry  AD  A029 819  
MP  C-71-1  Jan 1971  Comparison of In-Situ and Laboratory Test Results Granite, by R. L. Sto~1e ·  on  AD  A029 818  
MP  C-71-2  Feb 1971  The  Influence of Variation in Grain Size and t1inimal  AD  A030 957  
Variation in Rock Type on the Quality of Rock Property Correlations for Intack Igneous Rocks, by R. W. Crisp  
f~P  C-71-3  Feb 1971  Substitutions in Calcium Aluminates and 'calcium Alumino- AD  A029 828  
ferrites, by Katharine f·1ather  
r~P  C-71-4  May 1971  Results of In Situ Modulus of Deformation Test, Lock and Dam, by R. L. Stowe  Cannelton  AD  A029 827  

CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  nate  Title  AD  Number  
MP  C-71-5  Investigation of Expanding Grout and Concrete:  
,Jun  1971  Report 1  Summary of Field Mixture Test Results, July 1969 Through June 1970, by G. C. Hoff  AD  725 986  
Jan 1973  Report 2  Summary of Field Mixture Test Results, July 1970 Through June 1971, hy G. C. Hoff  An  756 362  
MP  C-71-6  Jun 1971  Strains Developed in Concrete During and Subsequent to Hardening, by A. M. Alexander and D. L. Ainsworth  AD  A029 826  
~1P  C-71-7  Jul  1971  Effect of Rate of Lifting of Slump Cone on Indicated Slump of Concrete, by H. K. ~lil son and R. L. Stowe  An  727 679  
MP  C-71-R  Seo 1971  Use of Concrete of Low Portland Cement Content in  
Combination with Pozzolans and Admixtures in Construc 
tion of Concrete !'lams, by Bryant ~lather  
MP  C-71-9  Investioation of Sinking Methods Pollution from Water Surfaces:  for Removal  of Oil  
*  Feb 1971  Report 1  Phase I: Survey of the State-of-the-Art, by B. J. Houston  AD  725 617  
*  Feb 1972  Report 2  Phase I I: ~1ethods of Test for Laboratory Evaluation of Oil Sinking Materials, by F.. Roshore  C.  AD  741 247  
*  Apr 1972  Report 3  Tests and Evaluation of Oil Sinking Materials, by B. J. Houston, E. C. Roshore, and V. D. Edgerton  AD  750 853  
MP  C-72-1  Apr 1972  Porosity-Strength Considerations for Cellular Concrete, by r,. C. Hoff  AD  A029 835  
MP  C-72-2  Feb  1972  Quantitative 11ineralogical  Analysis  of  X-ray Diffrac AD  A029  830  
tion, by  A.  D.  Ruck  
~1P C-72-3  Mar 1972  Dynamic Strain Measurements ltith Carlson Strain Meters, by J. E. McDonald  AD  740 160  
MP  C-72-4  Mar 1972  Laboratory Tests of Concrete Aggregate and Riprap for ~lew Lock and Dam No. 26, by W. n. Tynes and C. R. Hallford  An  A029 838  
t~P C-72-5  Apr 1Q72  Examination of Cement Pastes, Hydrated Phases, and Synthetic Products by X-ray Diffraction, by Katharine Mather  AD  A030  958  
* MP  C-72-fi  Apr 1972  Results of an Investigation to Develop a High-Density Fracturing t1aterial, by R. L. Stowe  AD  8013 379L  
* Statement R.  See Preface.  

C-20 
CONCRETE LABORATORY 
Miscellaneous Papers Number Date Title AD Number MP C-72-7 Apr 1972 Relating Materials Quality to Materials Performance to AD A029 837 
Structural Performance of Concrete, by Bryant Mather 
MP C-72-8 Cellular Concrete Studies, Project CAMPHOR: 

* 	
Apr 1972 Report 1 Laboratory Investigations, by G. C. Hoff AD 894 998L 

* 	
Jun 1973 Report 2 Field Construction, by G. C. Hoff AD B013 380L MP C-72-9 Apr 1972 Alkali-Carbonate Rock Reactions in Concrete: DevelopAD A030 959 ments in Specification and Control, by Bryant Mather ~1P C-72-10 Apr 1972 New Applications of Grout and Concrete as Shock AD A002 660 Impedance Matching ~1aterials for Geologic Formations, by D. L. Ainsworth (also cited as CTIAC-5) MP C-72-11 Apr 1972 Creep in Tension, Creep Rate, and Superposition; A Brief Literature Review, by E. E. McCoy and H. T. Thornton MP C-72-12 Apr 1972 Effect of Method of Preparation of Ends of Concrete AD 742 645 


Cylinders for Testing, by K. L. Saucier MP C-72-13 May 1972 Concrete for Reactor Vessels, by J. E. McDonald AD A030 960 MP C-72-14 May 1972 Recycled Concrete, by A. D. Buck AD 743 460 
Apr 1976 Report 2 Additional Investigations, by A. D. Buck ~1P C-72-15 Jun 1972 Rapid Repair of Bomb-Damaged Runways; Phase I: AD A029 834 Preliminary Laboratory Investigation, by P. S. Bussone, B. J. Bottomley, and G. C. Hoff 
MP C-72-16 Jun 1962 Determination of Practical Ultimate Strength of AD A029 813 Concrete, by K. L. Saucier MP C-72-17 Jul 1972 Tests on TVA Containment Concrete, by J. E. McDonald AD A029 833 MP C-72-18 Aug 1972 Shock Compression of Porous Concrete, by B. R. Sullivan AD A029 836 ~·1P C-72-19 Aug 1972 Economic Aspects of Curing f1ass Concrete, by Bryant AD A029 831 Mather 
MP C-72-20 Aug 1972 	Ultimate Strain Capacity and Temperature Rise Studies, AD 757 379 Trumbull Pond Dam, by J. E. McDonald, A. A. Bombich, and B. R. Sullivan 
MP C-72-21 Sep 1972 	Resin Concretes: A Literature Review, by J. E. Dennard AD 750 101 
MP C-72-22 Oct 1972 	Expansive Cements and Their Use, by G. C. Hoff (also AD A030 961 
cited at CTIAC-8) 
* Statement R. See Preface. 
CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
t~P  C-72-23  Dec 1972  Use of Recycled Concrete (also cited as CTIAC-9)  as  Aggregate, hy A.  D. Buck  AD  A029 832  
MP  C-72-24  Dec 1972  Concrete Technology Information Analysis Center (CTIAC), Evaluation of Pilot Study, by Bryant ~1ather (also cited  AD  755 837  
as CTIAC-11)  
MP  C-73-1  Jan 1973  Fast Setting Cement; Literature Survey, by C. Derrington (also cited as CTIAC-1)  F.  AD  A030 962  
t1P  C-73-2  Jan 1973  l~aterproof ~1embrane Systems for Use on Decks, by C. F. Derrington (also cited  Concrete Bridge as CTIAC-2)  
MP  C-73-3  Jan 1973  Test Data on Aggregate Sources, New York State, by A. D. Buck (also cited as CTIAC-3)  
~1P C-73-4  Jan 1973  Identification of Samples of Objects Recovered from Ocean Floor, by K. Mather (also cited as CTIAC-6)  AD  A030 963  
~1P C-73-5  r~ar 1973  Ultimate Strain Capacity Tests, Clarence Cannon Dam, St. Louis District, by J. E. McDonald  AD  A029 816  
t1P  C-73-6  r~ay  1973  t1ultiaxial  Creep  in Concrete, by J.  E. McDonald  AD  A029 815  
t·1P  C-73-7  Jun 1973  Use of t1icrowave Oven  to Determine Water Content of  AD  A029 814  
Fresh Concrete, by E.  C. Roshore  
t~P  C-73-8  Aug  1973  Laboratory Tests of Concrete Cores from the New Second Lock, Sault Ste. t1arie, t·1ichigan, by A. D. Buck, K. Mather, and C. R. Hallford  AD  768 177  
MP  C-73-9  Oct 1973  Study of the Project nanager Sys tern of t1anagement for Use in a Materials Laboratory, by K. L. Saucier  AD  A029 829  
MP  C-73-10  Oct 1973  Feasibility Study of No-Slump Concrete for ~1ass Concrete Construction, by W. 0. Tynes  AD  A029 812  
MP  C-73-11  Nov  1973  Examination of Cores from Four Highway Bridges in Georgia, by K. Mather (also cited as CTIAC-12)  AD  A030 964  
MP  C-73-12  Dec  1973  Propagation of Failure in a Circular Cylinder of Rock Subjected to a Compressive Force, by R. L. Stowe  AD  773 469  
t~P  C-74-1  Feb 1974  Investigation of Accelerated r~ethods for the Determination of Available Alkali in Pozzolans, by W. G. t1iller  AD  A030 965  
t1P  C-74-2  Feb 1974  Studies of Concrete for Farley Nuclear Containment Structure, by J. E. McDonald  AD  A029 824  
MP  C-74-3  Feb 1974  Research and Development of Fiber-Reinforced Concrete in North America, by G. C. Hoff (also cited as CTIAC-10)  AD  A029 823  
t1P  C-74-4  Mar 1974  Development of In-House Capabilities for Determination of Quality of Water and Sediments, by C. F. Derrington, L. Pepper, and D. Bean  AD  777 541  

Number  Date  
MP  C-74-5  Apr 1974  
t~P C-74-6  Apr 1974  
MP  C-74-7  May 1974  
t1P  C-74-8  
*  Jun 1974  
Dec 1974  
MP C-74-9  Jun 1974  
MP C-74-10  Jun 1974  
MP  C-74-11  Jun 1974  
MP  C-74-12  Jun 1974  
MP  C-74-13  Jul  1974  
* MP  C-74-14  Jul  1974  
MP  C-74-15  Aug  1974  
MP  C-75-1  Mar 1975  
MP  C-75-2  Apr 1975  
MP  C-75-3  May 1975  
* Statement B.  See Preface.  

CONCRETE LABORATORY 
Miscellaneous Papers 
Title 
Condition 	Survey of Lock and Dam 52, Ohio River, by
B. J. Houston 
Technique for Determining Unloading Response of Rock, by B. R. Sullivan, D. L. Ainsworth, and A. A. Bombich 
Condition 	Survey of Lock and Dam 53, Ohio River, by
B. J. Houston 
Cellular Concrete Studies: 
Report 1 	Project DIDO QUEEN, Field Construction, by
R. H. Denson 
Report 2 	Evaluation of Crushed Cellular Concrete, by G. C. Hoff 
A Low-Modulus Internal Concrete Strain Meter, by
A. M. Alexander 
Development of Methods to Determine the HugoniotEquation-of-State of Concrete, by A. A. Bombich 
Feasibility Study for Building a Rapidly Constructed, Low-Cost, Inflatable-Formed, Steel Fiber-Reinforced Concrete Structure, by F. B. Cox 
Pullout Resistance of Reinforcing Bars Embedded in Hardened Concrete, by R. L. Stowe 
Static, Sustained, and Cyclic Load Tests of Steel Pile Connectors, New Orleans District, by E. F. 0' Neil 
Low-Strength Concrete in the New Walter Reed Hospital,Washington, o. C., by R. L. Stowe 
Cost and Feasibility Study; Alternate Designs to Permit Use of Slip Form and Other Techniques to Maximize Economics, Trumbull Lake Dam, Pequonnock River Basin, Connecticut, by J. F. Camellerie 
Emplacement and Stemming Load ~1easurements; ProjectCANNIKIN, by D. L. Ainsworth and Dale Glass 
Physical Property Tests of Rock Cores from the MIXED 
CQr1PANY Event I I I Site, by R. L. Stowe 
New Concern Over Alkali-Aggregate Reaction, by
Bryant Mather {also ~ited as CTIAC No. 17) 
AD Number AD A029 804 AD 779 447 AD A029 817 
AD 920 276L AD A003 172 
AD 782 940 AD 781 342 
AD 781 972 AD 782 941 
AD A009 309 AD A009 697 AD A010 641 
C-23 · 
CONCRETE LABORATORY 
Miscellaneous Pape~-
Number Date 	Title AD Number 
MP C-75-4 Jun 1975 	Use of Fiber-Reinforced Concrete in Hydraulic Structures AD A010 640 
and Marine Environments, by G~ c~ Hoff (also cited as 
CTIAC No. 15) 

MP C-75-5 May 1975 	Use of Regulated-Set Cement in Cold Weather Environments, AD A011 265 by G~ c.. Hoff, B. J., Houston, and F. H. Sayles (also cited as CTIAC No. 16) 
MP C-75-6 Jun 1975 	Investigation of High-Strength Frost-Resistance Concrete, AD A012 119 by W. o~ Tynes 
MP C-75-8 Jun 1975 	Tests of Deteriorated Concrete Blocks from Fort Dix, AD A955 007 
N. J.,, by R. H. Denson and A. D., Buck (includes Appendixes A-B) 
MP C-75-9 Jun 1975 	Rock Core Tests, Proposed Duplicate Lock -Phase II, AD A012 066 Starved Rock Lock and Dam, Illinois River, Illinois, by R. L. Stowe and J. B. Warriner (includes Appendixes A-B) 
MP C-75-10 Sep 1975 	Investigation of the Use of Resin-Based Membrane Curing AD A015 549 and Bonding Compounds on Horizontal Construction Joints, by w. 0. Tynes 
MP C-75-1 1 	Cold Weather Construction Materials: 
Dec 1975 Part 	Regulated-Set Cement for Cold Weather Concreting, AD A021 658 by B. J. Houston and G. c. Hoff 
Sep 1981 Part 2 	Regulated-Set Cement for Cold Weather ConcretAD 105 596 ing; Field Validation of Laboratory Results, by B. J. Houston and G. c. Hoff (also cited as CTIAC No. 45) (includes Appendixes A-B) 
MP C-76-1 Apr 1976 	Comparison of 4-1/2-and 7-in. (6-in. Nominal) Maximum AD A023 968 Size Aggregate Mixtures for New Lock and Dam No. 26, Mississippi River, by W. o. Tynes 
MP C-76-2 Apr 1976 	Recvcled Concrete as a Source of Aggregate, by A. D. AD A024 055 Buck (also cited as CTIAC No. 19) 
MP C-76-3 Jun 1976 	Potential Alkali-Carbonate Rock Reactivity of Some AD A025 761 of the Aggregate Used in Fishtrap Dam, bv A., D. Buck 
MP C-76-4 Jun 1976 	Investigation of the Resistance of Freshly Injected AD A026 260 Grout to Erosion and Dilution by Flowing Water, by 
D. M. Walley 
MP C-76-5 Jun 1976 	Detection of Calcium Sulfates and Magnesium Oxide in AD A026 181 Fly Ash by X-Ray Diffraction, by G. s. Wong and A. D. Buck 
MP C-76-6 Jun 1976 	Selected Bibliography on Fiber-Reinforced Cement and AD A032 082 Concrete, by G~ C. Hoff, C~ M. Fontenot, and J., G. Tom (also cited as CTIAC No., 21) 
Number 
MP C-76-6 (Cont) 
* MP C-76-7 
MP C-76-8 
MP C-76-9 
MP C-76-10 MP C-76-11 MP C-77-1 
MP C-77-2 
MP C-77-3 
* MP C-77-4 
MP C-77-5 

MP C-77-6 
MP C-77-7 

CONCRETE LABORATORY 
Miscellaneous Papers 
Date 	Title 
Sep 1977 	Supplement No. 1, by G~ c. Hoff (also cited as CTIAC No~ 25) 
Jul 1979 	Supplement No~ 2, by G~ c. Hoff (also cited as CTIAC No. 39) 
Sep 1980 	Supplement No. 3, by G. C~ Hoff (also cited as CTIAC No~ 43) 
Aug 1982 	Supplement No. 4, by G. c. Hoff (also cited as CTIAC No~ 48) 
Jun 1976 	Characterization of Tuff and Development of Grouts for Mighty Epic Structures Program, by s. w. Butters, R. L~ Stowe, J. w~ LaComb, and R~ A~ Bendinelli (also cited as CTIAC No. 20) (includes Appendixes A-B) 
Aug 1976 	Engineering Condition Survey and Structural Investigation of Emsworth Locks and Dam, Ohio River, by c. E. Pace ' 
Aug 1976 	Engineering Condition Survey and Structural Investigation of Lo9ks and Dam 3, Monongahela River, by c. E~ Pace, R. L~ Stowe, and A. D. Buck (includes Appendixes I-VII) 
Sep 1976 	Structural Testing and Associated Data Reduction for a Guided Projectile Control Housing, by c. E. Pace 
Oct 1976 	A New Cement for Cold Weather Construction, by G. c~ Hoff 
Jc.n 1977 	Engineering Condition Survey and Structural Investigation of Marsh Arch Bridge, Fort Riley, Kansas, by T. c. Liu (includes Appendixes A-B) 
Mar 1977 	Engineering Condition Survev and Structural Investigation of Montgomery Locks and Dam, Ohio River, by c. E. Pace and J. T~ Peatross, Jr. 
May 1977 	Creep of Concrete Under Various Temperature, Moisture, and Loading Condit'ions, by J. E. McDonald (also dted as CTIAC No. 24) 
May 1977 	Additional Investigations of Nonshrink Grouts, by 
J. A. Boa, Jr. (.includes Appendix A) 
Jun 1977 	An Investigation of Concrete Condition, William Bacon Oliver Lock and ;Spillwav, by J. E~ McDonald and R. L. Campbell .(includes Appendixes A-G) 
Nov 1977 	Errata Sheet No. 1 
Jun 1977 	Dynamic Properties of Mass Concrete, by K. L. Saucier (also cited as CTIAC No. 23) 
Jun 1977 	Determination of Maximum Concrete Placement Temperatures AD Number AD A044 433 AD A075 064 AD A090 273 AD A122 237 AD B012 430L 
AD A029 844 
AD A029 904 
AD A029 905 
AD A026 042 
AD A035 675 
AD A038 655 
AD A040 112 
AD B018 814L 
AD A043 004 
AD A042 637 

for Martins Fork Dam, bv A. A. Bombich 
CONCRETE  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  C-77-8  Aug  1977  Concrete Temperature Control Studies -Tennessee-Tombigbee Waterway Projects, by A. A. Bombich, B. R. Sullivan, and J. E. t1cDonald  AD  A046  145  
MP  C-77-9  Aug  1977  Acid Attack of Concrete Caused by Sulfur Bacteria Action, Piedmont and Clendening Lakes Outlet Tunnels, MuskingumWatershed, Ohio, by H. T. Thornton, Jr. (includesAppendix A)  AD  A044 840  
MP  C-77-10  Aug 1977  The Effect of Alkalies on the Properties of Concrete, Edited by A. B. Poole (also cited as CTIAC No. 26)  AD  A044 565  
MP  C-77-11  Development of Procedures for Nondestructive Testing of Concrete Structures:  
Sep 1977  Report 1  Present Practices, by H.  T. Thornton, Jr.  AD  A046  113  
Apr 1980  Report 2  Feasibility of Sonic Pulse-Echo Technique,by A. t1. Alexander  AD  A085  598  
Nov  1981  Report 3  Feasibility of Impact Technique for MakingResonant Frequency Measurements, by A. M. Alexander (includes Appendix A)  AD  A109 814  
MP  C-77-12  Oct 1977  Concrete Ships and Vessels -Past, Present, and Future, by T. C. Liu and J. E. McDonald (also cited as CTIAC No. 27)  AD  A045 706  
* MP  C-77-13  Sep 1977  Evaluation of Aramid-Fiber Ropes for Antenna Guys, byT. C. Liu and C. J. Johnson (includes Appendix A)  AD  B022 339L  
MP  C-77-14  Identification of Candidate Zero Maintenance PavingMaterials, by G. C. Hoff, L. N. Godwin, K. L. Saucier, A. D. Buck, T. B. Husbands, and K. Mather  
May 1977  Volume  AD A053 793  
May 1977  Volume II  AD A053 794  
MP  C-78-1  Borehole Plugging Program (Waste Disposal):  
Jan 1978  Report 1  Initial Investigations and Preliminary Data,by J. A. Boa, Jr.  AD  B024 442  
Sep 1981  Report 2  Petrographic Examination of Several Four-YearOld Laboratory Developed Grout Mixtures, byJ. E. Rhoderick and A. D. Buck  AD  A105  166  
MP  C-78-2  Apr 1978  A Look at Type K Shrinkage-Compensating Cement Production and Specifications, by G. C. Hoff and Katharine Mather (also cited as CTIAC No. 29)  AD  A053 997  
MP  C-78-3  Apr 1978  Tests of High-Range Water-Reducing Admixtures, byBryant Mather (also cited as CTIAC No. 30)  AD  A053 998  
MP  C-78-4  May  1978  Concrete and Rock Tests, Rehabilitation Work, Brandon Road Dam, Illinois Haterway, Chicago District, byR. L. Stowe  AD  A055 875.  

* Statement B. See Preface. 
CONCRETE LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  C-78-5  May 1978  Ultimate Strength of Fiber-Reinforced Concrete Under Cyclic Flexural Loading, by E. F. O'Neil  AD  A055 414  
MP  C-78-6  Engineering Condition Survey and Evaluation of Troy Lock and Dam, Hudson River, New York:  
May 1978  Report 1  Engineering Condition Survey, by C.  E. Pace  AD  A055 871  
Jan 1981  Report 2  Evaluation and Rehabilitation, by C. E. Pace, Roy Campbell, and Sam Wong (includes Appendix A)  AD  A094 683  
MP  C-78-7  May  1978  Alkali-Silica Reaction Products from Several Concretes: Optical, Chemical, and X-ray Diffraction Data, by A. D. Buck and Katharine Mather (also cited as CTIAC No. 31)  AD  A055  742  
MP  C-78-8  Jun 1978  Bibliography on  Grouting (also cited  as  CTIAC  No.  13)  AD  A057 831  
MP  C-78-9  Aug  1978  Investigation of Methods for Extraction, Detection, and Identification of Water-Soluble Admixtures in Concrete,  AD  A059  345  
by D.  L. Bean and T.  B. Husbands  
MP  C-78-10  Aug  1978  Alkali-Silica Reaction in Concrete from Hiwassee Dam, North Carolina, Tennessee Valley Authority, by A. D. Buck and J. P. Burkes (also cited as CTIAC No. 32)  AD  A059  987  
MP  C-78-11  Aug  1978  Effects of Accelerated Curing on Hydration Products of Cement and Cement-Fly Ash Pastes, by Katharine Mather, J. P. Burkes, G. s. Wong, and R. E. Reinhold  AD  A059  191  
MP  C-78-12  Sep 1978  Concrete and Rock Core Tests, r·1ajor Rehabilitation of Starved Rock Lock and Dam, Illinois IJaterway, ChicagoDistrict, Phase I, Rehabilitation, by R. L. Stowe, B. A. Pavlov, and G. s. Wong (includes Appendixes A-F)  AD  A061  711  
t1P  C-78-13  Sep 1978  Alkali-Silica Reaction in Concrete from the New Savannah Bluff Lock and Dam, Georgia-South Carolina, by A. D. Buck (also cited as CTIAC No. 33)  AD  A059  980  
MP  C-78-14  Sep 1978  Acid Attack of Concrete Caused by Sulfur Bacteria Action, by H. T. Thornton, Jr. (also cited as CTIAC No. 28)  AD  A059  687  
MP  C-78-15  Sep 1978  Concrete for Earth-Covered Structures, by J. and T. C. Liu (also cited as CTIAC No. 34)  E. McDonald  AD  A061  469  
t1P  C-78-16  Oec 1978  Tests of Brick-Veneer Halls and Closures for Resistance  AD  A064 860  
to Floodwaters, by C. E. Pace  
MP  C-78-17  Dec 1978  Evaluation of a Drop Table for Consolidating 6-In.-Diameter Cylindrical Concrete Test Specimens, by S. A. Ragan (includes Appendixes A-B)  AD  A064 173  
MP  C-78-18  nee  1978  Stability and Stress Analyses of Brandon Road Dam, Illinois Waterway, by C. E. Pace and R. L. Campbell (includes Appendixes A-B)  AD  A064 811  
MP  C-78-19  Dec 1978  Grouting of Scoured Foundation, Old River Low Sill Structure, Louisiana, by H. K. Hilson  AD  A072  466  

Number Unnumbered Unnumbered 
Unnumbered Unnumbered 
Unnumbered Unnumbered Unnumbered TM 6-222 
m 6-224 
TM 6-225 Unnumbered 
TM 6-226 
TM 2-241 Unnumbered Unnumbered TM 6-307 
Unnumbered 
Unnumbered 
Unnumbered TM 6-327 Unnumbered 
Date Jun 1942 Jul 1942 
Oct 1943 Apr 1944 
Jun 1944 Jun 1944 Jul 1945 Nov 1946 
Oct 1946 
Dec 1946 Mar 1947 
Aug 1947 
Jun 1950 May 1954 Dec 1947 Jul 1949 Aug 1949 Jan 1950 
Jun 1950 
Jan 1951 
Feb 1951 Aug 1951 Sep 1951 
CONCRETE LABORATORY 
Technical Memoranda Title Cement Durability Program, First Interim Report John f·1artin Dam, Durability of Concrete Cores and 
Co 1umns. Fi na1 Report Surface Scaling of Concrete Runways --Rome Air Depot Compressive Strength at 28-Days Age of Job-Made Concrete 
Cylinders Containing Treated and Untreated Portland Cement Durability of Horizontal Joints in t1ass Concrete Tests of Blends of Portland and Natural Cements 
Concrete Research. Second Interim Report Investigation of Aggregate Proposed for Use in Bull Shoals Dam 
Investigation of Reactivity Between Alkalies in Portland 
Cement and Aggregates Proposed for Use on Santee-Cooper 
Project, Moncks Corner,  S. C.  
Investigation of Vacuum-Processed Concrete  
Concrete Investigation-Bull Report  Shoals Dam.  Progress  
Concrete Research. of Concrete Exposed  Third Interim Report. to Natural Weathering  Durability  
Supplement No. 1  
Report No.  5  Summary of Results 1936-1953  
AD 688 518 
AD 756 397 



Lateral Pressures of Tremie-Placed Concrete Jetcrete, Hydron-Formed and Conventional-Formed Concrete Disintegration of Concrete from Tuscaloosa Lock and Dam Effect of Sand Grading on the Properties of Mass 
Concrete 
Development of Non-freezing Ueathering Test for Concrete. Interim Report Tests of Fine Aggregate for Organic Impurities and 
Compressive Strength in flortars Evaluation of the Admixture "Hydropel" Tests of Air-Entraining Admixtures Laboratory Tests of Jetcrete 
AD Number 
AD 672 066 

AD 756 426 

CONCRETE LABORATORY  
Technical Memoranda  
Number  Date  Title  AD  Number  
TM  6-330  Oct 1951  Investigation of the Suitability of Prepakt Concrete for Mass and Reinforced Concrete Structures  
Aug 1954  Appendix A: Properties of Alfesil, and Tests of Permeability and Resistance to Natural Weathering of Prepakt Concrete; and Appendix B: Use of Prepakt in Field Operations  AD  756 434  
TM  6-335  Dec 1951  Tests of Commercially Available Cementitious Materials  AD  756 430  
Tt~ 6-336  Feb 1952  Tests on Concrete and ~1ortar Surfaces Cast Against Various Types of Forms and Form Linings  AD  B951  668  
Unnumbered  Mar 1952  Results of Special Investigation of Concrete Cores from Five Dams --Petrographic Report  
Unnumbered  Mar 1952  Report of Investigation of Placing Procedures for Elimination of Excessive Air Pockets in Concrete Surfaces, Hickman Floodwall, Hickman, Kentucky  
TM  6-345  May 1952  Effect of Vibration  on Air Content of Mass Concrete  AD  756 429  
TM  6-352  Nov  1952  Investigation of Field Methods Content of Mass Concrete  for Determining Air  
TM 6-353  Feb 1953  Investigation of Vacuum Treatment of Mass Concrete Surfaces  AD  B951 667  
TM  6-359  May  1953  Tests of Blends of Portland Cement with Masonry Cement  AD  688 650  
TM 6-368  Tests for Chemical Aggregate:  Reactivity Between Alkalies and  
Aug  1953  Report 1  Quick Chemical  Test  
Sep 1956  Report 2  Mortar-Bar Test  
Oct 1967  Report 3  Further Investigation of the Mortar-Bar Test, by B. J. Houston  AD  662 706  
m 6-370  Sep 1953  Test Data --Concrete Aggregates in Continental States (Supplements are issued annually}:  United  
Vol  !~estern United States  
Vol  II  North Central  United States  
Vol  III  South Central  United States  
Vol  IV  Southeastern United States  
Vol  V  Eastern United States  
Sep 1976  Vol  VI  Alaska  
m 6-371  Oct 1953  Laboratory Investigation of Certain Limestone Aggregatesfor Concrete  AD  A950 077  

CONCRETE LABORATORY  
Date -~-- Technical Memoranda Title ----·--·-----------~------ AD  Number  

TH  6-380  Mar  1954  Permeability and  Triaxial Tests of Lean  Mass Concrete  AD  690 232  
TM  5-383  Field  Soniscope Tests of Concrete:  
Apr  1954  Report  1953 Tests  
Mar  1958  Report  2  1953-1957 Tests  AD 687 369  
Mar  1967  Report  3  Ten-Year Summary of Results,  by H.  T. Thornton  AD 649 314  
TM  6-385  Jun  1954  Tests of Membrane-Forming Compounds  for  Curing  Concrete  AD  688 080  
TM  6-390  Aug  1954  Effects of a Proprietary Chemical Properties of Concrete  Admixture  on  the  AD 8951  666  
TM  6-395  Nov  1954  Cooperative Freezing-and-Thawing Tests of Concrete Specimens  
TM  6-399  Mar  1955  Tests of Anchors  for  Mass-Concrete Forms  AD  B951  670  
TM  6-407  May  1955  Tests of Weighing Batching  and  Recording Equipment  for  Concrete  AD  756 427  
TM  6-410  Jul  1955  Heat of Hydration of Blends of a Cement  Portland and  a  Natural  AD  B950  196  
TM  6-412  Tensile Crack Exposure  Tests:  
Jul  1955  Report  1  Tensile Crack Exposure Tests for Concrete Beams  Reinforced  AD  688 879  
Nov  1964  Report  2  Results of Tests of Reinforced 1955-1963, by E. c. Roshore  Concrete Beams,  AD  687 373  
Jan  1980  Report  3  Laboratory Evaluation of Series "A" Beams with Results ffom 1951 to 1975, by E. F. O'Neil  AD  A081  302  
Mar  1984  Report  4  Statistical Analysis of the Long-Term Durability of Series "B" Beams, by H. T. Thornton, Jr. (includes Appendixes A-C) (also cited as CTIAC No. 59)  
Tr1  6-419  Tests of Sanded  Grouts:  
Oct  1955  Report  1  Influence of Chemicals and Pumpabil i ty  Mineral  Fines  on  AD A950 003  
Oct  1955  Report  2  Influence of Sand Grading and Mineral Fines on Pumpability  Addition of  AD  A950  004  
Feb  1957  Report  3  Influence of Grading and Specific Gravity of Manufactured Sands on Pumpability  AD  8951  760  
Oct  1958  Report  4  Influence of Manufactured Sands and on Pumpability, and Evaluation of a Mixer  Admixtures Concrete  AD  757 405  
Apr  1963  Report 5  Effects of Fly Ash in Grouting Coarse Sands and Fine Gravels  AD 8951  759  

CONCRETE LABORATORY 
Technical Memoranda 

Number  Date  Title  AD Number-------- 
TM  6-421  Plastic-Glass Fiber Reinforcement  for  Reinforced  and  
Prestressed  Concrete:  
Nov  1955  Report  1  Summary of Information Available  as  of 1 July  AD 845 377  
1955  
Nov  1959  Report 2  Summary of Information Available 1 July 1955  
to  1 January  1959  

CONCRETE  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR  6-437  Oct  1956  Pressure Grouting Fine Fissures  AD 660 312  
TR  6-440  Nov  1956  Requirements for Water  for  Use  in Mixing  or  Curing  AD A078 857  
Concrete  
TR  6-445  Dec  1956  Investigation of Portland Blast· Furnace Slag Cements  AD 756 441  
Sep  1965  Report  2  Supplementary Data  AD  756 281  
TR  6-454  May  1957  Investigation of the  Improved  Carlson Stress Meter  AD  756 440  
Jul  1966  Report  2  Supplementary Tests, by E.  E4  McCoy  AD  637 722  
TR  6-473  Feb  1958  Tests of Holding Strength of Form Anchors Embedded  in  AD  688 516  
Concrete  Placed and  Cast  at  Reduced  Temperatures  
TR  6-476  Mar  1958  Evaluation of Electric Meters for  Determining Moisture  
Content of Fine Aggregate  
TR  6-481  Jul  1958  Effectiveness of Mineral  Admixtures in Preventing  AD A078 856  
Excessive  Expansion of Concrete Due  to  Alkali 
Aggregate  Reaction  
TR  6-486  Jul  1958  Review of Available Information  on  Polyvinyl  Acetate  as  
an  Admixture  for  Concrete  
TR  6-518  Jul  1959  Investigation of Methods of Preparing Horizontal  Con 
struction Joints in Concrete  
Jul  1963  Report 2  Tests of Joints in  Large Blocks  AD  688 075  
Jun  1966  Report  3  Effects of Iron Stain  on  Joints, by  J. E.  AD  634 334  
McDonald  and  E. F. Smith  
Aug  1973  Report  4  Evaluation of High-Pressure Water  Jet and  AD  766 694  
Joint  Preparation Procedures, bv W4 00  Tynes  
and  w.  F. HcCleese  
TR  6-521  Epoxy  Resins  for  Use  on  Civil Works  Projects:  
Aug  1959  Report  1  Summarv of Data Available  as  of 1 Mar  1959  AD  478 995  
TR  6-522  Aug  1959  Investigation of Compressive Strength of Molded  Cylin AD  751 101  
ders and  Drilled  Cores of Concrete  
TR  6-525  Oct  1959  Evaluation Tests of  a  Concrete Mixer of the Turbine  Type  AD  751 102  
TR  6-540  Apr  1960  An  IBM-650 Program  for the Computation of Thermal  AD  751 131  
Gradients in  Mass  Concrete Structures  
TR  6-541  May  1960  Portland-Pozzolan Cement Made with Tennessee Vallev  AD  751 103  
Authority Fly Ash  

Number TR 6-543 
TR 6-544 
TR 6-546 
TR 6-553 
TR 6-559 TR 6-562 TR 6-569 
Date May 1960 
May 1960 Oct 1962 
May 1960 Mar 1961 Jun 1963 Dec 1965 Jan 1971 Jan 1968 
Aug 1970 Jan 1972 Jun 1975 
Jun 1960 
Revised 
Jun 1961 
Dec 1960 

Mar 1961 

May 1961 

CONCRETE LABORATORY 
Technical Reports 
Title 
Methods for Sampling and Determining Sieve Analysis of Aggregates Larger than One and One-Half Inch Sieve Influence of Fine-Aggregate Grading on Properties of 
Concrete: Report 1 A Review of Literature Report 2 Laboratory Investigation 
Investigation of Nonmetallic Waterstops: Report 1 Preliminary Laboratory and Field Exposure Tests Report 2 Evaluation of the Effect-of-Alkalies and Accelerated Extraction Tests Report 3 Progress Report of Laboratory and Field Exposure Tests Report 4 Water Retentivity and Tensile Strength of Splices Report 5 Water Retentivity of Labyrinth-Shaped Water
stops, by B. J. Houston Report 6 Effect of Exposure, by B. J. Houston Report 7 Preparation of Laboratory Test Samples from 
Finished Waterstops, by B. J. Houston Report 8 Effect of Specimen Size and Low Temperature on Waterstop Test Results, by B. J. Houston Report 9 Final Report of Effect of Exposure, by B. J. Houston Investigation of Performance of Concrete and Concreting 
Materials Exposed to Natural Weathering (with periodic revisions): Volume l Active Investigations 
Volume 2 Completed Investigations 
Investigation of ~1ethods of Finishing Formed Concrete 
Surfaces 

Development of ~1ethod of Test for Concrete Mixer Per
formance 

Sulfate-Resistant Concrete: 
Report l Literature Review 

AD Number 
AD 751 104 

AD 751 105 
AD 751 106 

AD 666 203 AD 751 107 AD 751 108 AD 751 176 AD 718 226 AD 666 203 
AD 714 219 AD 737 174 AD A012 118 
AD A075 359 AD A093 388 AD A075 360 AD 732 222 
AD 732 223 
AD 731 652 
CONCRETE LABORATORY  
Numb::.:e:;.:.r___  Date-- Titl:..:e;........._  AD  Number  
TR 6-570  Durability and  Behavior of Prestressed  Con0rete Beams:  
Jun 1961  Report 1  Pretensioned Concrete  Investigation, Progress  AD  731 653  
to July 1960  
Mar 1967  Report  2  Posttensioned  Concrete  Investigation, Progress  AD  650 727  
to  July 1966, by E c_  Roshore  
Oct 1971  Report  3  Laboratory Tests of Weathered  Pretensioned  AD  732 442  
Beams, by E c_  Roshore  
Feb 1977  Report  4  Posttensioned  Concrete Beam Investigation with  AD  A038 444  
Laboratory Tests from June 1961  to  September  
1975, by  E F-O'Neil  
Jun 1976  Report 5  Laboratory Tests of Weathered  Pretensioned  AD A025  694  
Beams, by E~ F~ O'Neil  
Oct  1984  Report 6  Posttensioned  Concrete Beam  Investigation,  AD A148 821  
Supplemental Laboratory Tests of Beams Ex 
posed  from  1961  to  1982, by E- F_  O'Neil and  
G- L- Odom  
TR  6-581  Study of Chert Popouts,  Wolf River Floodwall, Memphis,  
Tennessee:  
Nov  1961  Report 1  Initial Observations  AD  694 378  
Feb 1972  Report  2  Further Observations, by A.  D- Buck  AD  740 159  
TR  6-583  Nov  1961  Nature and  Distribution of Particles of Various Sizes  AD 731 654  
in Fly Ash  
TR  6-584  De<:!  1961  Investigation of Water-Reducing Admixtures for  Concrete  AD 731 655  
TR  6-593  Investigation of Gap Gradings of Concrete Aggregates:  
Feb 1962  Report 1  Review of Available Information  AD  688 076  
TR  6-596  Investigations of Concrete  Masonry:  
Mar  1962  Report 1  Uniform  Concrete Masonry Testing Procedure  AD 731  656  
TR  6-598  Investigation of Partially Compacted Weight of Concrete  
as a Measure of Workability:  
Apr 1962  Report 1  Preliminary Tests  AD  688 517  
Aug  1963  Report 2  Tests of Large-Aggregate Concrete  AD  688 515  
TR  6-606  Aug 1962  Investigation of Refrigerated Slurry  AD  688 077  
TR  6-607  Aug 1962  Investigation of Shrinkage-Resistant Grout Mixtures  AD  806 962  

Number  Date  
TR 6-614  Jan 1963  
TR 6-627  Jun 1963  
TR 6-629  Jun 1963  
TR 6-635  Nov 1963  
TR 6-637  Dec 1963  
TR 6-646  r~ay 1964  
TR 6-654  
Aug 1964  
Mar 1970  
TR 6-669  
Jan 1965  
Aug 1967  
TR 6-691  
Sep 1965  
TR 6-706  
Nov 1965  
Feb 1969  
TR 6-717  r~ar 1966  
TR 6-747  Dec 1966  
TR 6-748  Nov 1966  
Oct 1976  

CONCRETE LABORATORY 
Technical Reports Title Project DRIBBLE, Petrographic Examination and Physical
Tests of Cores, Tatum Salt Dome, Mississippi 
Influence of Alkali Content of Fly Ash on Effectiveness in Preventing Expansion of Concrete Aggregate Investigations, t~ilford Dam, Kansas, Examina
tion of Cores from Concrete Structures High-Strength, High-Density Concrete Petrographic Examination of Concrete Cores, Chickamauga
Dam Powerhouse -Unit 3, Tennessee Valley Authority 
Precast Concrete Elements with Bamboo Reinforcement 
Investigation of Instruments for Measuring Pore Pressures in Concrete: 
Report 1 	Literature Review and Preliminary Laboratory
Tests Report 2 Instruments Installed at Hartwell Dam,Georgia, by E. C. Roshore Determination of the Hugoniot Equation of State of Grout: 
Report 1 	1963 Tests, by Howard Sugiuchi 
Report 2 	1964 Tests, by Howard Sugiuchi and B. R. Sullivan 
Investigation of Expanding Cements: 
Report 1 Summary of Information Available as of 1 July 1963, by Bryant Mather Thermal Stabilization of Soils: Report 1 Exploratory Laboratory Studies, by D. E. Day Report 2 Stabilization in Place, by B. D. Ainsworth and Katharine Mather 
Effects on Concrete Quality of Fluctuations, Within 
Specification Limits, in Coarse Aggregate Grading, by
W. 0. Tynes 
Development of t1ethods of Testing Aggregate Larger Than 1-1/2 Inch, by R. L. Curry and A. D. Buck 
Comparison of Properties of Mass Concrete Containing 3and 6-in. Maximum Size, Crushed Limestone Coarse 
Aggregate, by W. 0. Tynes Errata Sheet 
AD Number 
AD 804 858 
AD 687 367 

AD 732 224 AD 450 625 AD 732 421 
AD 701 189 
AD 704 718 
AD 677 397 AD 674 646 
AD 626 654 
AD 631 239 
AD 646 502 AD 643 765 
CONCRETE  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 6-763  Shock-Absorbing Materials:  
Mar 1967  Report 1  Backpacking r4aterials for Deeply Buried Protective Structures, by G. C. Hoff  AD  654 511  
Jun 1971  Report 2  Cellular Concrete by G. C. Hoff  as  a Backpacking Material,  AD  726 967  
Apr 1968  Report 3  Selection of a Suitable Low-Density Concrete for Backpacking for a Proposed Field Test, by  AD  669 596  
G. C. Hoff  
Nov  1968  Report 4  Aging of Backpacking Materials, by G. W. F. McCleese, and J. M. Holzer  C. Hoff,  AD  681 910  
TR 6-764  Development of a Microcracking Technique for f~easuring In Situ Stress and Strain:  
Mar 1967  Report 1  Labot·atory Tests, by R.  L. Stowe  AD  650 563  
~1ar 1967  Report 2  Field Tests, by R.  L. Stowe  AD  650 564  
TR 6-780  Study of Vibration of Concrete:.  
Jun 1967  Report 1  Review of Literature, by Howard Sugiuchi  AD  655 261  
Aug  1969  Report 2  Mechanical Sullivan  Impedance Measurements, by B. ·  R.  AD  695 615  
Sep 1977  Report 3  r1echanics of Motion of Fresh Concrete, by A. ~1. Alexander  AD  A045 158  
TR 6-782  Jun 1967  Freezing-and-Thawing Tests of Concrete of Various Strengths and Air Contents, by E. C. Roshore  AD  654 800  
TR 6-784  Jul  1967  Investigation of Concrete in Eisenhower and Snell Locks, St. Lawrence Seaway, by A. D. Buck, Bryant Mather, and H. T. Thornton  AD  655 504  
TR 6-785  Jul  1967  Deleterious Effects of Form Lumber  on  Concrete Surfaces,  AD  654 983  
by Leonard Pepper and C.  F. Derrington  
TR 6-787  Sep 1967  Cement Performance in Concrete, by Bryant Mather  AD  658 732  
TR 6-788  Jul  1967  Methods of Reducing the Size and Number of Voids Formed Concrete Surfaces, by B. J. Houston  on  AD  657 215  
TR 6-802  Nov  1967  Shock Response of Rock at Pressures Bel01~ 30 Kilobars, by n. L. Ainsworth and B. R. Sullivan  AD  663 823  
TR 6-804  Dec  1967  Investigation of Maximum Allowable Water-Cement Ratios for Mass Concrete, by K. L. Saucier and F. S. Stewart  AD  663 796  

CONCRETE  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR 6-811  Strain Meters and Stress Meters  for Embedment in Models  
of  ~1ass Concrete Structures:  
Jan 1968  Report 1  Summary of Information Available 1967, by H. G. Geymayer  as  of March  AD  666 182  
Jul  1972  Report 2  Evaluation of Microdot Embedment Strain Gage,by J. E. McDonald  AD  A032 834  
TR 6-816  Mar 1968  Evaluation of a Vibrating Spade to Eliminate Surface Voids on Formed Concrete Surfaces, by B. J. Houston  AD  667 967  
TR 6-818  Static Tests of Reinforced Concrete Beams:  
r~ar  1968  Report 1  Development of Iterative Analysis Procedure and Tests,of Beams Reinforced with Steel,  AD  669 609  
Aluminum, and Fiber Glass, With and Without Helical Compressive Reinforcement, by H. G. Geymayer  
TR 6-819  Apr 1968  Effect of Fineness of Continuously Graded Coarse Aggregate on Properties of Concrete, by W. 0. Tynes  AD  668 914  
TR  C-68-1  Jul  1968  Use of t1embrane-Forming Curing Compounds on Concrete Surfaces That Are to be Painted, by B. J. Houston  AD  673 705  
Oct 1976  Report 2  Supplementary Tests, by B. J. Houston and E. c. Roshore (also cited as CTIAC No. 22)  AD  A031  636  
TR  C-69-1  Feb 1969  Air Entrainment in t1ass Concrete, by W. Bryant Mather  0. Tynes and  AD  684 357  
TR C-69-2  t1ar 1969  Correlation of Hardened Concrete Test Methods and  AD  684 920  
Results, by K.  L. Saucier  
TR C-69-3  Expedient Reinforcement for Concrete for Use east Asia:  in South 
Feb 1969  Report 1  Preliminary Tests of Bamboo, by F. H. G. Geymayer  B. Cox and  AD  685 824  
t1ar 1970  Report 2  Preliminary Tests of Barbed Wire, Concertina Wire, Wire Rope, Landing Mat, and Landing Mat Tie Bars, by F. B. Cox and H. G. Geymayer  AD  706 846  
Dec  1970  Report 3  Additional Tests of Bamboo, by F. J. E. ~1i::Dona1 d  B. Cox and  AD  A032 835  
TR  C-69-4  t·1ar 1969  Use of Epoxy or Polyester Resin Concrete in Tensile Zone of Composite Concrete Beams, by H. G. Geymayer  AD  684 922  
TR  C-69-5  t~ar 1969  The Effect of Confining Reinforcement on the Ductilityof Reinforced Concrete Beams, by J. E. McDonald  AD  685 809  

Number  Date  
TR C-69-6  
t1ay 1969  
Apr 1972  
TR C-69-7  Jun 1969  
TR C-69-8  Jul  1969  
TR C-69-9  Oct 1969  
TR C-70-1  Feb 1970  
TR  C-70-2  
May 1970  
TR  C-70-3  May 1970  
TR C-70-4  Sep 1970  
TR C-71-1  Jul  1971  
TR C-71-2  Sep 1971  
TR C-72-1  Jul  1972  
TR C-72-2  Aug  1972  
TR C-72-3  Sep 1972  
TR C-73-1  Feb 1973  
* TR  C-73-2  Aug  1973  

CONCRETE LABORATORY 
Technical 	Reports 
Title 
Effects of Duration of t1oist Curing on Concrete Made with Blended Cements or Pozzolans: 
Report 1 	Laboratory Investigations of 3/4-in.-Aggregate Concrete, by W. 0. Tynes 
Report 2 	Laboratory Investigations of 6-in.-Aggregate Concrete, by W. 0. Tynes 
Investigation of Colorless and t~ater-Based Concrete Curing Compounds, by C. F. Derrington 
Effects of Axial Restraint on Length Change of Expanding ~1ortar Bars, by B. J. Houston 
Accelerated Strength Tests of Pozzolans, by R. L. Curry 
Short-and Long-Time Deflections of Reinforced Concrete Flat Slabs, by H. G. Geymayer and J. E. t1cDonald 
Investigation of Expanding Grout and Concrete: 
Report 1 	Preliminary Studies, by B. J. Houston 
A Study of the Feasibility of Methods for Increasing the Load-Carrying Capacities of Existing Concrete Beams, by 
F. B. Cox 
Tests of Selected Insulating ~1ateria1s for t1ass Concrete, by E. C. Roshore and H. T. Thornton 
Survey of Applications of Epoxy Resins for Civil Works Projects, by C. F. Derrington and Leonard Pepper 
Effects of Water on Epoxy-Resin Systems, by T. B. Husbands, C. F. Derrington, and Leonard Pepper 
Small-Scale '1odels for Studying Effects of Creep and Shrinkage on Long-Term Deflection of Reinforced Concrete Slabs, by F. B. Cox 
Cement Durability Program, Long-Term Field Exposure of Concrete Columns; Final Report, by E. C. Roshore 
Laboratory Investigation of 4-1/2-in. Aggregate Concrete t1ixtures with High \'later-Cement Ratios, by W. 0. Tynes 
Analyses of Check-Test Results of Pozzolan Samples, by 
L. Pepper 
Computer Study of Steel Tunnel Supports, by G. S. Orenstein 
AD Number 
AD 690 233 AD 742 649 AD 689 539 AD 692 300 AD 697 146 
AD 704 333 
AD 710 964 AD 709 586 
AD 756 113 AD 728 813 AD 730 744 AD 746 974 
AD 747 355 AD 751 132 AD 757 148 AD 913 677 
* Statement B. See Preface. 
Number TR C-74-1 
TR C-74-2 TR C-74-3 TR C-74-4 TR C-74-5 TR C-74-6 
TR C-74-7 
TR C-75-1 TR C-75-2 TR C-75-3 TR C-75-4 TR C-76-1 TR C-76-2 TR C-76-3 TR C-76-4 
Date Mar 1974 
Jun 1974 Jul 1974 Sep 1974 Jul 1974 
Aug 1974 
Nov 1974 May 1975 Jul 1975 Sep 1975 Oct 1975 Feb 1976 Aug 1976 Sep 1976 Oct 1976 
CONCRETE LABORATORY  
Technical  Reports  
Title  AD Number  
Equipment and Test Procedure for Determining Multiaxial Tensile and Combined Tensile-Compressive Strength of Concrete, by K. L. Saucier  AD  777 784  
Correlation Between Tensile and Compressive Strengths for Lean Mass Concrete, by W. 0. Tynes  AD  781 489  
Laboratory Investigation of Slipform Construction for Use in Mass Concrete Structures, by K. L. Saucier  AD  784 094  
Use of Belt ConveyorsK. L. Saucier  to Transport t1ass Concrete, by  AD  AOlO  327  
Investigation of Shotcrete, by W. McCleese  0. Tynes and  ~1.  F.  AD  783 460  
Use of Self-Stressing Expansive Cements in LargeSections of Grout, t1ortar, and Concrete:  
Report 1  Pumpable  t~ortar Studies, by G.  C. Hoff  AD  787 271  
Crack-Arrest Techniques in Reinforced Concrete Structural Elements:  
Report 1  Laboratory Tests, by F.  B. Cox  AD  A002  661  
t1oisture Migration in Concrete, by J.  E. l~cDonald  AD  AOll  257  
A Concept for Rapid Repair of Bomb-Damaged RunwaysUsing Regulated-Set Cement, by G. C. Hoff (includesAppendixes A-B)  AD  A013 517  
Control of Reactive A. 0. Buck  Carbonate Rocks  in  Concrete, by  AD  A016  355  
Time-Dependent Deformation of Concrete Under t1ultiaxial Stress Conditions, by J. E. McDonald (includesAppendixes A-C)  
An Evaluation of Selected Instruments Used to Measure the Moisture Content of Hardened Concrete, by E. F. O'Neil and J. E. McDonald  AD  A022  601  
Laboratory and Field Evaluation of Polymeric Cavitation Erosion-Resistant Materials on Concrete, by T. B. Husbands and Leona~d Pepper  AD  A029 843  
Evaluation of Admixtures for Use in Concrete Placed Underwater, by W. 0. Tynes (includesAppendixes A-B)  to  be  AD  A031  002  
Investigation of Frost Resistance of Mortar and Concrete, by A. D. Buck  AD  A034  520  

Number  Date  
TR  C-76-2  Aug  1976  
TR  C-76-3  Sep 1976  
TR  C-76-4  Oct 1976  
TR  C-77-l  Apr  1977  
Jan  1980  
TR  C-78-l  Feb 1978  
TR  C-78-2  
*  Mar 1978  
TR  C-78-3  May  1978  
TR  C-78-4  
Sep 1978  
Apr 1980  
Jul 19il0  

CONCRETE LABORATORY 
Technical 	Reports 
Title 
Laboratory and Field Evaluation of Polvmeric Cavitation Erosion-Resistant Materials on Concrete, by T~ B~ Husbands and Leonard Pepper 
Evaluation of Admixtures for Use in Concrete to be Placed Underwater, by W. o. Tynes (includes Appendixes A-B) 
Investigation of Frost Resistance of Mortar and Concrete, by A. D~ Buck 
Investigation of Proprietary Admixtures, by w. o. Tynes 
Report 2 	1977-1978 Tests, by K. L. Saucier 
Precast Concrete Elements for Structures in Selected Theaters of Operations, by J. E. McDonald and T~ C. Liu (includes Appendixes A-I) 
Repair and Restoration of Paved Surfaces: 
Report l 	Bomb Damage Repair Fields Trials, June 1975 -November 1976, bv c. E. Collum, R. H. Denson, and G~ C~ Hoff (includes Appendix A) 
Structural Integrity of Brick-Veneer Buildings, by 
c. E. Pace and R~ L. Campbell 
Maintenance and Preservation of Concrete Structures 
Report 1 	Annotated Bibiography, 1927-1977, by T. c~ Liu, E. F. O'Neil, and J. E. McDonald 
Report 2 	Repair of Erosion-Damaged Structures, by J~ E. McDonald 
Report 3 	Abrasion-Erosion Resistance of Concrete, by T. c. Liu (includes Appendixes A-C) 
AD Number AD A029 843 
AD A03l 002 
AD A034 520 
AD A039 612 
AD A053 165 
AD B026 125L 
AD A055 972 
AD A062 694 
AD A089 764 
AD A090 032 
* Statement B. See Preface. 
CONCRETE LABORATORY 
Date  
CTIAC-1  Jan 1973  
CTIAC-2  Jan 1973  
CTIAC-3  Jan 1973  
CTIAC-4  May  1983  
CTIAC-5  Apr 1972  
CTIAC-6  Jan 1973  
CTIAC-7  Oct 1968  
CTIAC-8  Oct 1972  
CTIAC-9  Dec 1972  
CTIAC-10  Feb 1974  
CTIAC-11  Dec 1972  
CTIAC-12  Nov 1973  
CTIAC13  Ju~ 1978  
CTIAC-14  Jun  1974  
CTIAC-15  Jun 1975  
by D. L. Ainsworth (published as Miscellaneous Paper 


..:.T..::i..;;t.;;.l.;;.e___________________ ·-------
Fast Setting Cement; Literature Survey, by c. F. 
Derrington (published as Miscellaneous Paper C-73-1) 
vlaterproof Membrane Systems for Use on Concrete Bridge 
Decks, by c. F. Derrington (published as Miscellaneous 
Paper C-73-2) 
Test Data on Aggregate Sources, New York State, by 
A. D. Buck (published as Miscellaneous Paper C-73-3) 
Investigation of Cement Pastes and Related Materials 
by Scanning Electron Microscopy and X-ray Diffraction, 
by Katharine Mather, c. R. Hallford, J. P. Burkes, and 
A. D. Buck (published as Miscellaneous Paper ~L-83-6) 
New Applications of Grout and Concrete as Shock 
Impedance Matching Materials for Geologic Formations, 
C-72-10) 
Identification of Samples of Objects Recovered from 
Ocean Floor, by K. Mather (published as Miscellaneous 
Paper C-73-4) 
Investigation of Methods for Removing Stains from 
Mortar and Concrete, bv c. F. Derrington, R. L. 
Stowe, and W. G. Miller (published as Miscellaneous 
Paper C-68-8) 
Expansive Cements and Their Use, by G. c. Hoff (pub
lished as Miscellaneous Paper C-72-22) 
Use of Recycled Concrete as Aggregate, by A. D. Buck 
(published as Miscellaneous Paper C-72-23) 
Research and Development of Fiber-Reinforced Concrete 
in North America, by G. c. Hoff (published as Miscellaneous Paper C-74-3) 
Concrete Technology Information Analysis Center 
(CTIAC), Evaluation of Pilot Study, by Bryant Mather 
(published as Miscellaneous Paper C-72-24) 
Examination of Cores from Four Highway Bridges in Georgia, by K. Mather (published as Miscellaneous Paper C-73-11) 
Bibliographv o~ Grouting (published as Miscellaneous Paper C-78-8) 
Analysis of Hardened Concretes (Analyse des betons durcis), by the Chemical Commission of the Comite d'Etudes Techniques de l'Industrie du Ciment (Committee of Technical Studies of the Cement Industry) 
(published as WES Translation No. 74-10) 
Use of Fiber-Reinforced Concrete in Hydraulic Structures and Marine Environments, by G. c. Hoff (published as Miscellaneous Paper C-75-4) 
AD Number AD A030 962 
AD A130 586 
AD A002 660 
AD A030 963 
AD 680 321 
AD A030 961 AD A029 832 AD A029 823 
AD 755 837 
AD A030 964 
AD A057 831 
AD AOlO 640 
CONCRETE LABORATORY  
Concrete Technology Information Analysis Center  
Reports  
Number  Date  Title  AD Number  
CTIAC-16  May 1975  Use of Regulated-Set Cement in Cold Weather Environ AD AOll 265  
ments, by G~ c. Hoff, B. J. Houston, and F. H~ Sayles  
(published as Miscellaneous Paper C-75-5)  
CTIAC-17  May 1975  New Concern Over Alkali-Aggregate Reaction, by Bryant  AD AOlO 641  
Mather (published as Miscellaneous Paper C-75-3)  
* CTIAC-18  Apr 1976  Compaction: Present Trends (Le compactage: orienta AD B065 700L  
tions actuelles), by E. Leflaive and G~ Morel (pub 
lished as Translation No. 76-1)  
CTIAC-19  Apr 1976  Recycled Concrete as a Source of Aggregate, by A~ D~  AD A024 055  
Buck (published as Miscellaneous Paper C-76-2)  
* CTIAC-20  Jun 1976  Characterization of Tuff and Development of Grouts for  AD B012 430L  
Mighty Epic Structures Program, by s. W. Butters, R. L. Stowe, J. vi. LaComb, and R. A. Bendinelli (published  
as Miscellaneous Paper C-76-7) (includes Appendixes A-B)  
CTIAC-21  Jun 1976  Selected Bibliography on Fiber-Reinforced Cement and  AD A032 082  
Concrete, by G. c. Hoff, C. M. Fontenot, and J~ G. Tom  
(published as Miscellaneous Paper C-76-6)  
CTIAC-22  Oct 1976  Supplementary Tests, by B~ J. Houston and E~ c. Roshore  AD A03l 636  
(published as Technical Report C-68-1, Report 2)  
CTIAC-23  Jun 1977  Dynamic Properties of Mass Concrete, by K. L. Saucier  AD A043 004  
(published as Miscellaneous Paper C-77-6)  
CTIAC-24  May 1977  Creep of Concrete Under Various Temperature, Moisture,  AD A040 655  
and Loading Conditions, by J. E. McDonald (published  
as Miscellaneous Paper C-77-3)  
CTIAC-25  Sep 1977  Selected Bibliography on Fiber-Reinforced Cement  AD A044 433  
and Concrete; Supplement No. 1, by G. C~ Hoff  
(published as Miscellaneous Paper C-76-6, Suppl.  
No. 1)  
CTIAC-26  Aug 1977  The Effect of Alkalies on the Properties of Concrete,  AD A044 565  
Edited by A. B. Poole (published as Miscellaneous  
Paper C-77-10)  
CTIAC-27  Oct 1977  Concrete Ships and Vessels -Past, Present, and Future,  AD A045 706  
by T. c. Liu and J. E. McDonald (published as Mis 
cellaneous Paper C-77-12)  
CTIAC-28  Sep 1978  Acid Attack of Concrete Caused by Sulfur Bacteria  AD A059 687  
Action, by H. T. Thornton, Jr. (published as Mis 
cellaneous Paper C-78-14)  

* Statement B. See Preface. 
CONCRETE LABORATORY  
Concrete Technology Information Analysis Center  
Reports  
Number  Date  Title  AD  Number  
CTIAC-29  Apr 1978  A Look at Type K Shrinkage-Compensating Cement Production and Specifications, by G. C. Hoff and Katharine Mather (published as Miscellaneous Paper C-78-2)  AD  A053 997  
CTIAC-30  Apr 1978  Tests of High-Range Water-Reducing Admixtures, byBryant Mather (published as Miscellaneous Paper C-78-3)  AD  A053 998  
CTIAC-31  May 1978  Alkali-Silica Reaction Products from Several Concretes: Optical, Chemical, and X-ray Diffraction Data, by A. D. Buck and Katharine Mather (published as Miscellaneous Paper C-78-7)  AD  A055  742  
CTIAC-32  Aug  1978  Alkali-Silica Reaction in Concrete from Hiwassee Dam, North Carolina, Tennessee Valley Authority, by A. D. Buck and J. P. Burkes (published as Miscellaneous Paper C-78-10)  AD  A059 987  
CTIAC-33  Sep 1978  Alkali-Silica Reaction in Concrete from the New Savannah Bluff Lock and Dam, Georgia-South Carolina, by A. D. Buck (published as Miscellaneous Paper  AD  A059 980  
C-78-13)  
CTIAC-34  Sep. 1978  Concrete for Earth-Covered Structures, by J. E. McDonald and T. C. Liu (published as Miscellaneous Paper C-78-15)  AD  A061  469  
CTIAC-35  Jan 1979  US-USSR Scientific Exchange Program in the Field of Polymer Concrete, by J. M. Scanlon (published as Miscellaneous Paper SL-79-3)  AD  A065  318  
CTIAC-36  Jan 1979  nuality Control During Hot and Cold Weather Concreting,by J. r~. Scanlon (published as t·1iscellaneous PaperSL-79-4)  AD  A066 989  
CTIAC-37  May  1979  High-Strength Concrete, Past, Present, Future, byK. L. Saucier (published as Miscellaneous Paper SL-79-1?.)  AD  A069 881  
CTIAC-38  Aug 1979  Testing of 6-In.-Oiameter Concrete Cores from r~artin Dam, Alabama Power Company, by D. L. Ainsworth, A. D. Buck, S. A. Ragan, and Katharine Mather (published as Miscellaneous Paper SL-79-17)  AD  A073 404  
CTIAC-39  Jul  1979  Selected Bibliography on Fiber-Reinforced Cement and Concrete; Supplement No. 2, by G. t. Hoff (published as Miscellaneous Paper C-76-6, Suppl.  AD  A075 064  
No.  2)  
CTIAC..:4o  Jun 1979  Repair of Concrete Surfaces Subjected to Abrasion Erosion Damage, by J. E. McDonald and T. C. Liu (published as Miscellaneous Paper SL-79-15)  AD  A073 085  

Number  Date  
CTIAC-41  Sep  1979  
CTIAC-42  Dec  1980  
CTIAC-43  Sep  1980  
CTIAC-44  Oct  1980  
CTIAC-45  Sep  1981  
CTIAC-46  Jan  1981  
CTIAC-47  Jul  1981  
CTIAC-48  Aug  1982  
CTIAC-49  Apr  1982  
CTIAC-50  Apr  1982  
CTIAC-51  Jun  1982  

CONCRETE LABORATORY 
Concrete Technology Information Analysis Center 
Reports 
Title 
The 7.6-Angstrom Reaction Product in Smectite Clay-Lime Mixtures, by A. D. Buck and Katharine Mather (published as Miscellaneous Paper SL-79-22) 
Concrete Deterioration in Spillway Warm-Water Chute, 
Raystown Dam, Pennsylvania, by T. c. Holland, T4 B. Husbands, A. D. Buck, and G. s. Wong (published as Miscellaneous Paper SL-80-19) 
Selected Bibliography on Fiber-Reinforced Cement and Concrete; Supplement No. 3, by G4 c_ Hoff 
(published as Miscellaneous Pape~ C-76-6, Suppl. No. 3) 
Factors Affecting Sulfate Resistance of Mortars, by Katharine Mather (published as Miscellaneous Paper SL-80-17) 
Cold Weather Construction Materials; Part 2: Regulated-Set Cement for Cold Weather Concreting; Field Validation of Laboratory Results, bv 
B. J. Houston and G. c. Hoff (published as Miscellaneous Paper C-75-11, Part 2) (includes Appendixes A-B) 
Porous Portland Cement Concrete: The State of the Art, by Alfred Monahan (published as Miscellaneous Paper SL-81-10) 
Characterization and Reactivity of Silica Fume, by A-D-Buck and J. P. Burkes (published as Miscellaneous Paper SL-81-13) 
Selected Bibliography on Fiber-Reinforced Cement and Concrete; Supplement No. 4, by G. C. Hoff (published as Miscellaneous Paper C-76-6, Suppl. No. 4) 
Durability of Reinforced Concrete Beams Exposed to Marine Environment, by E. F. O'Neil (published as Miscellaneous Paper SL-82-1) 
Durability of Post-Tensioned Concrete Beams Exposed to Severe Natural Weathering, by E. F. O'Neil (published as Miscellaneous Paper SL-82-2) 
Condition Survey of Depere Lock and Dam, Lower Fox River, Wisconsin, by R. L. Stowe and J. C. Ahlvi~ (published as Miscellaneous Paper SL-82-3) (includes Appendixes A-B) 
AD Number AD A075 351 
AD A094 246 
AD A090 273 
AD A092 831 
AD A105 596 
AD A098 177 
AD A103 369 
AD A122 237 
AD A117 284 
AD A117 283 
AD A119 121 
Number  Date  
CTIAC-52  Jun  1982  
CTIAC-53  Sep  1982  
CTIAC-54  Sep  1982  
CTIAC-55  Jun  1982  
CTIAC-56  Jul  1982  
CTIAC-57  Jul  1982  
CTIAC-58  Aug  1982  
CTIAC-59  Mar  1984  
CTIAC-60  Sep  1982  
CTIAC-61  Sep  1982  
CTIAC-62  Sep  1982  
CTIAC-63  May  1983  

CONCRETE LABORATORY 
Concrete Technology Information Analysis Center 
Reports 
Title AD Number 
Condition Survey of Cedars Lock and Dam, Lower Fox AD A119 696 River, Wisconsin, by R. L. Stowe and J. c. Ahlvin (published as Miscellaneous Paper SL-82-4) (includes Appendixes A-B) 
Evaluation of Concrete Cores from Waterbury Dam, AD A123 418 Waterbury, VT., by c. E. Pace, R. L. Stowe, and 
G. s. Wong (published as Miscellaneous Paper 
SL-82-14) 

Evaluation of Three State-of-the-Art Water-Jet Systems AD A123 579 for Cutting/Removing Concrete, by c. E. Pace (published as Miscellaneous Paper SL-82-15) 
Determination of Properties of Concrete Used in Thermal AD A117 285 Studies :for Lock and Ddm No. 2, Red River Waterway, by 
T. c. Holland, T. c. Liu, and A. A. Bombich (published 
as Miscellaneous Paper SL-82-5) (includes Appendixes A-B) 

Thermal Studies of HEMSS Cylindrical Test Beds Contain-AD A118 993 ing SRI-RMG-2C4 Grout, by A. A. Bombich (published as Miscellaneous Paper SL-82-9) 
The HEMSS 3T Experiment, by A. A. Bombich (published as AD A120 669 Miscellaneous Paper SL-82-10) 
Optimization of High-Strength Concrete Mixture Proportions AD A118 966 for the ANMCC Improvement Project, by A. A. Bombich and 
A. D. Magoun (published as Miscellaneous Paper SL-82-12)
(includes Appendixes A-C) 

Tensile Crack Exposure Tests; Report 4, Statistical Analysis 
of the Long-Term Durability of Series "B" Beams, by H. T. 
Thornton, Jr. (published as Technical Memorandum No. 6-412, 
Report 4) (includes Appendixes A-C) 

Crack Survey and Gage Installation in Cross-Over Galleries, 
Kaskaskia Lock, Chester, Illinois, bv R. H. Denson, G. s. 
Wong, and D. Bean (published as Miscellaneous Paper SL-82-16) 
(includes Appendixes A-C) 

Six Candidate Shock Attenuating Material Systems for the 
Alternate National Military Command Center (ANMCC) 
Improvement Project -Omaha District, by R. H. Denson, 

W. B. Ledbetter, and Donald Saylak (published as Miscel
laneous Paper SL-82-17) (includes Appendixes A-C) 

Concrete Temperature Control Study for the Old River AD A120 419 
Auxiliary Structure, by A. A. Bombich (published as 
Miscellaneous Paper SL-82-18) 

Studies of the Constitution of Fly Ash Using AD A132 041 
Selective Dissolution, by A. D. Buck, T. B. Husbands, 
and J. P. Burkes (published as ~1i.scellaneous Paper 
SL-83-5) (includes Appendixes A-B) 

CONCRETE LABORATORY 
Concrete Technology Information Analysis Center 
Reports 
Number___ Date 	Title AD Number 
CT!AC-64 Sep 1983 	Preventative Measures to Limit Stress Corrosion AD A136 665 Cracking in Prestressed Concrete, byE~ F~ O'Neil (published as Miscellaneous Paper SL-83-14) 
CT!AC-65 Aug 1983 	Alkali Reactivity of Strained Quartz as a ConAD A133 909 stituent of Concrete Aggregate, by A~ D~ Buck (published as Miscellaneous Paper SL-83-13) 
CTIAC-66 Sep 1983 	Abrasion-Erosion Resistance of Concrete Made AD A133 432 with Two Aggregates, Stonewall Jackson Dam, West Virginia, bv T~ C. Holland (published as Mis
cellaneous Paper SL-83-15) 
CTIAC-67 Sep 1983 	Abrasion-Erosion Evaluation of Concrete Mixtures AD A133 488 for Stilling Basin Repairs, Kinzua Dam, Pennsylvania, by T~ c~ Holland (published as Miscellaneous Paper SL-83-16) (includes Appendixes A-C) 
CTIAC-68 Feb 1984 	Alkali-Silica Reaction in Concrete in a North AD A140 098 Dakota Highwav, by A~ D~ Buck (published as Miscellaneous Paper SL-84-2) 
CTIAC-70 Mar 1984 	High-Strength Concrete for Peacekeeper Facilities, AD A140 510 by K. L. Saucier (published as Miscellaneous Paper SL-84-3) 
CONCRETE  LABORATORY  
Contract  Reports  
Number  Date  Contractor and  Title o~_o_r~t-------------------------- AD  Number  
THE  DOW  CHEMICAL COMPANY,  Midland, Hichigan  
CR  C-71-l  May  1971  Latex  Modification of Fast-Fix C-1  Cement for the  Rapid  AD  727 728  
Repair of Bomb-Damaged Runways, by R.  D. Eash and  G. M.  
Hart  
SOUTHWEST  RESEARCH  INSTITUTE,  San  Antonio,  Texas  
CR  6-87  May 1964  Feasibility of Foamed  Sulfur  as  a  Material  for  Shock 
Isolating Large Underground Structures, by  J~  M. Dale,  
A~ c.  Ludwig,  and  G. E. Nevill  
UNIVERSITY OF  TEXAS,  STRUCTURAL  MECHANICS  RESEARCH  
LABORATORY,  Austin  
CR  6-83  Oct 1963  A Study of Vermiculite Concrete  as  a  Sho0k-Isolating  AD  431 606  
Material, by E.  F. Smith and  J. N.  Thompson  
CR  6-126  Jul 1965  The Effects of Shape of Load  Pulse  on  Shock-Mitigating  AD 623 317  
Characteristics of a  Styrofoam Plastic, by R.  I. Carr,  
E. s. Perry,  E. A. Ripperger,  and  J. N.  Thompson  
CR  6-127  Jul 1965  A Study of the Interaction of Cushioning Materials and  AD  623 327  
Structural Elements, by Mansour Nikkhah,  N. H. Burns,  
and  J. N.  Thompson  
CR  6-160  Dec  1966  A Study of the Response of Backpacking Material  Encas AD  647 006  
ing  a  Tunnel Liner Subjected to a  Dynamic Disturbance,  
by Salah Nosseir,  E. s.  Perry,  and  J. N.  Thompson  

ENVIRONMENTAL EFFECTS LABORATORY 


ENVIRONr1ENTAL  EFFECTS  LABORATORY  
Dredged Material  Research  Program  
Information Exchange Bulletins  
Volume  Date  Title  AD  Number  
IEB D-76-1  May 1976  Dredged  ~1aterial  Research; Notes, News, Reviews,  etc.  
through  through  
IEB D-76-8  Dec 1976  
IEB D-77-1  Jan  1977  Dredged r1aterial  Research, Notes, News, Reviews,  etc.  
through  through  
I EB  D-77-11  Dec  1977  
I EB  D-78-1  Jan 1978  Dredged f1aterial  Research; Notes, News, Reviews,  etc.  
through  through  
IEB 0-78-9  Sep  1978  

E-2  
ENVIRONf~ENTAL EFFECTS  LABORATORY  
Dredged Material  Research Program  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP D-73-1 through MP D-73-7  Mar 1973 throughDec 1973  Dredged Material  Research; Notes.  News.  Reviews.  etc.  
MP  D-73-8  Dec 1973  The Corps of Engineers Dredged Material Research Program. by R. L. Montgomery and F. H. Griffis. Jr.  
MP  D-73-9  Dec  1973  An Overview of the Technical Aspects of the Corpsof Engineers National Dredged Material Research Program. by C. J. Kirby. J. W. Keeley. and J. Harrison  
MP D-74-1 throughMP 0-74-10  Jan 1974 throughDec 1974  Dredged Material  Research; Notes.  News.  Reviews.  etc.  
MP  D-74-11  Jan  1974  Engineering Challenges of Dredged Material Research. by R. M. Meccia. W. c. Allanach. Jr•• and F. H. Griffis. Jr.  
~1P  D-74-12  Feb 1974  Problem Identification and Assessment for the Corpsof Engineers Dredged f1aterial Research Program. by J. Harrison. R. L. f1ontgomery. and F. H. Griffis. Jr.  
MP  D-74-13  Nov  1974  Effects of Open-Water Disposal of Dredged Material Bottom Topography Along Texas Gulf Coast. by D. F. Bastian  on  AD  A002  659  
MP  D-74-14  Mar 1974  Discussion of Regulatory Criteria for Ocean Disposalof Dredged Materials: Elutriate Test Rationale and Implementation Guidelines. by J. H. Keeley and R. M. Engler  AD  775 826  
Unnumbered  t1ar 1974  Dredged Material  Research Program;  First Annual  Report  AD  781 533  
Unnumbered  Jan 1975  Dredged Material  Research Program;  Second Annual  Report  AD  A006  594  
MP D-75-1 throughMP D-75-12  Jan 1975 throughDec 1975  Dredged Material  Research;  Notes.  News.  Reviews,  etc.  
MP  0-75-13  Apr 1975  General Research Plan for the Field Investigationsof Coastal Dredged Material Disposal Areas. by P.R. Becker, B. W. Holliday. S. E. Palmer. and R. M. Engler  AD  A009  523  
MP  D-75-14  Oct 1975  Fourth Semiannual Interagency Briefing, February 1975. Washington. D. c.• by R. T. Saucier and M. K. Vincent (editor) (includes Appendixes A-B)  AD  A017  556  
Unnumbered  Jan 1976  Dredged Material  Research Program; Third Annual  Report  AD  A025  300  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Dredged Material  Research Program  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  D-76-2  Feb 1976  Dredged Material  Research; Notes, News, Reviews,  etc.  AD  A022 058  
MP  D-76-4  Apr 1976  Dredged Material  Research; Notes, News, Reviews,  etc.  AD  A024 656  
MP  D-76-5  Jun 1976  Land Application of Waste Materials from Dredging, Construction, and Demolition Processes, by C. R. Lee, R. M. Engler, and J. L. Mahloch  AD  A026 842  
MP  D-76-6  Sep 1976  A Bioassay Dilution Technique to Assess the Significance of Dredged Material Disposal, by R. H. Plumb, Jr.  AD  A030 263  
MP  D-76-7  Sep 1976  Bioassessment of the Standard Elutriate Test, by P. J. Shuba, J. H. Carroll, and H. E. Tatem  AD  A030 793  
MP  D-76-13  Mar 1976  Dredged Material as a Natural Resource --Concepts for Land Improvement and Reclamation, by R. T. Saucier  AD  A024  772  
MP  D-76-14  Feb 1976  Fifth Semiannual Interagency Briefing, August 1975, Washington, D. C., by R. T. Saucier, C. C. Calhoun, Jr., R. M. Engler, R. M. Meccia, and H. K. Smith (includes Appendixes A-B)  AD  A022 377  
MP  D-76-15  Feb 1976  A New Concept for Dredged t1aterial M. R. Palermo and R. L. Montgomery  Disposal, by  AD  A022  376  
MP  D-76-16  Apr 1976  First Steps Toward Achieving DisposalBy R. L. Montgomery and M. R. Palermo  Area Reuse,  AD  A024  646  
MP  D-76-17  May  1976  Ecological Evaluation of Proposed Discharge of Dredged or Fill Material Into Navigable Waters: Interim Guidance for Implementation of Section 404(b)(1) of Public Law 92-500 (Federal Water Pollution Control Act Amendments of 1972) (includes Appendixes A-E)  AD  A026 882  
MP  D-76-18  Jun 1976  Distribution of Manganese, Nickel, Zinc, Cadmium, and Arsenic in Sediments and in the Standard Elu AD  A026  355  
triate, by J. M. Brannon, R. M. Engler, J. R. Rose, P. G. Hunt, and Isaac Smith  
MP  D-76-19  Jul  1976  Sixth Semiannual Interagency Briefing, February 1976, Washington, D. C., by C. C. Calhoun, Jr., R. M. Engler, M. D. Malkasian, R. M. Meccia, and H. K. Smith (includes Appendixes A-B)  AD  A029  187  
Unnumbered  Jan 1977  Dredged Material  Research  Program;  Fourth Annual  Report  AD  A043  409  
MP  D-77-1  Sep 1977  Pregermination Requirements and Establishment Techniques for Salt f·1arsh Plants, by P. K. Falco and F. J. Ca 1i  AD  A045  514  

ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged Material  Research Program  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  D-77-2  Nov  1977  Field Study to Determine the Feasibility of ElectroOsmotic Dewatering of Dredged Material, by C. E. O'Bannon and U. S. Army Engineer District, Mobile  AD  A048 566  
MP  D-77-3  Dec  1977  Feasibility of Pinto Island as a Long-Term Dredged Material Disposal Site, by T. A. Haliburton, P. A. Douglas, and Jack Fowler (includes Appendix A)  AD  A050 331  
MP  D-77-4  Dec  1977  An Evaluation of Progressive Trenching as a Techniquefor Dewatering Fine-Grained Dredged Material, by M. R. Palermo (includes Appendixes A-E)  AD  A052 687  
MP  D-77-5  Dec 1977  Review of Dredged Material Disposal Techniques to Identify Wildlife Habitat Development Factors, by Dames &Moore (on microfiche only)  AD  A063  441  
MP  D-78-1  Jul  1978  A Survey of Potential Medical and Veterinary Diseases at Habitat Development Field Sites, by J. W. Simmers (on microfiche only)  AD  A061  845  
MP  D-78-2  Aug  1978  Environmental Impact of Dredged Material Disposalthe Upper Mississippi River at Crosby Slough, byJ. W. Held (on microfiche only)  on  AD  A061  847  
MP  D-78-3  Aug  1978  Perimeter Dike Raising with Dewatered Fine-Grained Dredged Material at Upper Polecat Bay Disposal Area, Mobile, Alabama, by T. A. Haliburton, Jack Fowler, and J. P. Langan  AD  A061  353  
t1P  D-78-4  Aug  1978  Land Use of Dredged Material Containment Areas: Productive Use Examples, by Environmental Laboratory,Ogden Beeman, and A. P. Benkendorf (includes Appendix A)  AD  A059  723  
MP  D-78-5  Sep 1978  A Selected Bibliography of the Life Requirements of Colonial Nesting Waterbirds and Their Relationship to Dredged Material Islands, by M. c. Landin  AD  A061  643  
r~P  D-78-6  Dec  1978  Field Bioassay Test for Detecting Contaminant Uptakefrom Dredged Material by Marsh Plants, by P. L. Wolf, J. L. Gallagher, and C. H. Pennington  AD  A066 802  
MP  D-78-7  Dec  1978  Annotated Tables of Vegetation Growing on Dredged Material Throughout the United States, by t1. C. Landin  AD  A068 459  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Dredged t1aterial  Research Program  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  D-74-1  Mar 1974  Investigation of Mathematical ~1odels for the Physical Fate Prediction of Dredged t1aterial, by B. H. Johnson  AD  776 368  
TR  D-74-2  t1ay 1974  Practices and Problems in the Confinement of Dredged Material on Corps of Engineers Projects, by W. L. Murphy and T. ~1. Zeigler  AD  780 753  
TR D-76-1  Jan 1976  Mathematical Model for Predicting the Consolidation of Dredged t1aterial in Confined Disposal Areas, by L. D. Johnson (includes Appendixes A-C)  AD  A020 949  
TR  D-76-2  Feb 1976  Treatability of Dredged t1ateri al by T. K. r1oore and B. W. Newbry  (Laboratory Study),  AD  A022  143  
TR  D-76-3  Jun 1976  Application of Ecosystem Modeling Methodologies Dredged Material Research, by R. W. Hall, H. E. Westerdahl, and R. L. Eley  to  AD  A027 207  
TR D-76-4  Jun 1976  Feasibility of the Functional !Jse of Vegetation to Filter, Oewater, and Remove Contaminants from Dredged Material, by C. R. Lee, R. E. Hoeppel, P. G. Hunt, and C. A. Carlson (includes Appendixes A-E)  AD  A028 336  
TR D-76-5  Jun 1976  A Hydroponic Study of Heavy t1etal Uptake by Selected r1arsh Plant Species, by C. R. Lee, T. C. Sturgis, and M. C. Landin (includes Appendix A)  AD  A033 224  
TR  D-76-6  Nov  1976  Feasibility Study for Dyke t1arsh Demonstration Area, Potomac River, Virginia, by t1. R. Palermo and T. W. Zeigler (includes Appendixes A-B)  AD  A033  524  
TR D-76-7  Dec  1976  Selective Analytical Partitioning of Sediments to Evaluate Potential Mobility of Chemical Constituents During Dredging and Disposal Operations, by J. M. Brannon, R. M. Engler, J. R. Rose, P. G. Hunt, and Isaac Smith (includes Appendixes A-C)  AD  A035  247  
TR  D-77-1  Apr 1977  Low-Ground-Pressure Construction Equipment for Use in Dredged Material Containment Area Operation and Maintenance --Equipment Inventory, by C. E. Green and A. A. Rula (includes Appendixes A-D)  AD  A041  451  
TR  D-77-2  t1ar 1977  Establishment and Growth of Selected Freshwater and  AD  A039 495  
Coastal Marsh Plants in Relation to Characteristics  
of Dredged Sediments, by J. W. Barko, R. M. Smart, C. R. Lee, and others  
Feb 1978  Errata Sheet No. 1  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Dredged Material  Research Program  
Technical  Reports  
Number  Date  Title  AD Number  
TR D-77-3  t1ar 1977  Biological Assessment of the Soluble Fraction of the Standard Elutriate Test, by P. J. Shuba, J. H. Carroll, and K. L. Wong (includes Appendixes A-C)  AD  A040 087  
TR D-77-4  Apr 1977  State-of-the-Art Applicability of Conventional Densification Techniques to Increase Disposal Area Storage Capacity, by S. J. Johnson, R. W. Cunny, E. B. Perry,and Leslie Devay (includes Appendixes A-D, AppendixesA-C are on microfiche only)  AD  A041  452  
TR  0-77-5  f4ay 1977  Investigation of Subaqueous Borrow Pits as Potential Sites for Dredged ~1aterial Disposal, by J. D. Broughton  AD  A043 052  
TR  D-77-6  Aquatic Disposal Field Investigations, Disposal Site, Long Island Sound:  Eatons Neck  
May 1978  An Environmental Inventory, by S. M. A. Granat, and others  P. Cobb, J.  R. Reese,  AD  A055  217  
Sep 1977  Appendix A  Investigation of the Hydraulic Regime and the Physical Characteristics of Bottom Sedimentation, by Henry Bokuniewicz, Michael Dowling, Jeffery Gebert, Robert Gordon, Peter Kaminsky, Carol Pilbeam, and Catherine Tuttle  AD  A047 421  
Jan 1978  Appendix B  Water-Quality Parameters and Physicochemical Sediment Parameters, by Marine Sciences Research Center, State University of New York, Stony Brook  AD  A053 427  
Jun 1978  Errata Sheet No.1  
Nov  1977  Appendix C  Predisposal Baseline Conditions of Benthic Assemblages, by D. K. Serafy, D. J. Hartzband, and Marcia Bowen  AD  A050 046  
Sep 1977  Appendix D  Predisposal Baseline Conditions of Demersal Fish Assemblages, by R. J. Valenti and Stephen Peters  AD  A045  720  
Sep 1977  Appendix  E  Predisposal Baseline Conditions of Zooplankton Assemblages, by R. I. Caplan  AD  A045  310  
Sep 1977  Appendix  F  Predisposal Baseline Conditions of Phytoplankton Assemblages, by Robert Nuzzi  AD  A045  313  
TR D-77-7  Aug 1977  Low-Ground-Pressure Construction Equipment for Use in Dredged Material Containment Area Operation and Maintenance: Performance Predictions, by W. EJ Willoughby(includes Appendix A on michrofiche) ·  AD  A044 209  

Number  Date  
TR D-77-9  Aug  1977  
TR 0-77-10  Sep 1977  
TR 0-77-11  Sep 1977  
TR D-77-12  Oct 1977  
TR D-77-13  Oct 1977  
TR D-77-14  Nov  1977  
TR D-77-15  Oct 1977  
TR D-77-16  Oct 1977  
TR D-77-17  Oct 1977  
TR D-77-18  Sep 1977  
TR 0-77-19  Oct 1977  
TR D-77-20  
May  1978  

ENVIRONMENTAL EFFECTS LABORATORY 
Dredged t1aterial Research Program 
Technical Reports 
Title AD Number 
Design and Construction of Retaining Dikes for Contain-AD A045 311 
ment of Dredged t1aterial, by D. P. Hammer and E. D. 
Blackburn (includes Appendixes A-B) 

Effects of t1echanical Agitation on Drying Rate of Fine-AD A044 843 
Grained Dredged Material, by T. A. Haliburton, G. N. 
Durham, K. W. Brown, R. E. Peters, and T. B. Delaney, Jr. 
(includes Appendixes A-C on microfiche) 

Use of Dredged t1aterial in Solid Waste Management, by AD A045 509 

M. J. Bartos, Jr. (includes Appendixes A-B) 
Mathematical Model of Estuarial Sediment Transport, AD A047 202 
by Ranjan Ariathurai, R. C. MacArthur, and R. B. Krone 
(includes Appendixes A-F) 

Detailed Design for Dyke f4arsh Demonstration Area, AD A048 179 
Potomac River, Virginia, by f1. R. Palermo and T. W. 
Zeigler (includes Appendixes A-E; Appendixes A-D are 
on microfiche only) 

A Laboratory Study of the Turbidity Generation Potential AD A055 646 
of Sediments to be Dredged, by B. A. Wechsler and D. R. 
Cogley (includes Appendixes A-H; Appendixes A-F are on 
microfiche only) 

Oxygenation of Dredged f1aterial by Direct Injection of AD A046 482 
Oxygen and Air During Open-Water Pipeline Disposal, by 

R. W. Neal, R. B. Pojasek, and J. C. Johnson (includes Appendixes A-E) 
Freeze-Thaw Enhancement of the Drainage and Consolida-AD A046 400 
tion of Fine-Grained Dredged Material in Confined Disposal Areas, by E. J. Chamberlain and S. E. Blouin 

Feasibility Study of General Crust Management as a Tech-AD A047 509 
nique for Increasing Capacity of Dredged t1aterial Containment Areas, by K. W. Brown and L. J. Thompson (ineludes Appendixes A-D) 

Classification and Engineering Properties of Dredged AD A047 768 
Material, by M. J. Bartos, Jr. (includes Appendixes A-D) 

Containment Area Management to Promote Natural De-AD A047 514 
watering of Fine-Grained Dredged t1aterial, by ~1. J. 
Bartos, Jr. 

Aquatic Disposal Field Investigations, Galveston, 
Texas, Offshore Disposal Site: 

Evaluative Summary, by T. n. Wright, D. B. t1athis, and AD AOfil 844 

J. M. Brannon 
ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged Material  Research Program  
Technical  Reports  
Number  Date=.,::..::::___  Title  AD  Number  
TR  D-77-20  
(Cont)  Dec 1977  Appendix A  Investigation of the Hydraulic Regimeand Physical Nature of Sedimentation, byE. L. Estes and R. J. Scrudato  AD  A050 812  
Dec 1977  Appendix B  Investigation of Water-Quality Parameters and Physicochemical Parameters, by G. F. Lee, Pinaki Bandyopadhyay, Jeannie Butler,and others  AD  A053  102  
**  May 1978  Appendix C  Investigation of the Effects of Dredging and Dredged Material Disposal on Offshore Biota, by D. E. Harper, Jr.  
TR D-77-21  Oct 1977  Sizing of Containment Areas for Dredged Material, byS. E. Lacasse, T. W. Lambe, and W. A. Marr (includesAppendixes A-B)  AD  A050 038  
TR D-77-22  Nov  1977  Field Study of the Effects of Storms on the Stabilityand Fate of Dredged Material in Subaqueous DisposalAreas, by H. J. Bokuniewicz, Jeffery Gebert, R. B. Gordon, Peter Kaminsky, C. C. Pilbeam, Matthew Reed,and Catherine Tuttle  AD  A049 978  
TR D-77-23  Habitat Development Field Investigation, Windmill Marsh Development Site, James River, Virginia:  Point  
Aug  1978  Summary Report, by J. ll. Lunz, T. Huffman, R. J. Oiaz, and others  W. Zeigler, R.  T.  AD  A066 224  
***  Nov 1977  Appendix A  Assessment of Vegetation on ~xistingDredged Material Island, by G. M. Silberhorn and T. A. Barnard, Jr.  
***  Apr 1978  Appendix B  Propagation of Vascular Plants, by E. Garbisch, Jr.  W.  
Nov  1977  Appendix C  Environmental Impacts of Marsh Developmentwith Dredged t1aterial: Acute Impacts on the f-1acrobenthic Community, by R. J. Diaz and D. F. Boesch  AD  A055 319  
Jun 1978  Appendix D  Environmental Impacts of Marsh Developmentwith Dredged Material: Botany, Soils, Aquatic Biology, and Wildlife, by VirginiaInstitute of t1arine Science, Gloucester  AD  A061  842  
Point  
** Reproduced on microfiche; appendix is inclosed in a ***Reproduced on microfiche; appendix is inclosed in a  no hard copies are available. Microfiche for this pocket inside the back cover of the Evaluative Summary. no hard copies are available. 11icrofiche for this pocket inside the back cover of the Summary Report.  

Number 
TR D-77-23 (Cont) 
TR D-77-24 Date Aug 1978 
Aug 1978 
Aug 1978 
Jun 1978 t·1ay 1978 
Nov 1977 
Nov 1977 
Jun 1978 Jun 1978 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Technical 	Reports 
Title 
Appendix E 	Environmental Impacts of Marsh Developmentwith Dredged Material: Metals and Chlorinated Hydrocarbon Compounds in ~1arsh Soils and Vascular Plant Tissues, by J. D. Lunz 
Appendix F 	Environmental Impacts of Marsh Developmentwith Dredged Material: Sediment and Water Quality: 
Volume I 	Characteristics of Channel Sediments Before Dredging and Effluent Quality During and Shortly After Marsh Habitat Development, by
D. D. Adams, D. A. Darby, and R. J. Young 
Volume II 	Substrate and Chemical Flux Characteristics of a Dredged Material 11arsh, by D. D. Adams, 
D. A. Darby, and R. J. Young 
Aquatic Disposal Field Investigations, Duwamish WaterwayDisposal Site, Puget Sound, Washington: 
Evaluative 	Summary, by H. E. Tatem and J. H. Johnson 
Appendix A 	Effects of Dredged r~aterial Disposal on Demersal Fish and Shellfish in Elliott Bay,Seattle, Washington, by J. R. Hughes, W. E. Ames, D. A. Misitano, and G. F. Slusser 
Appendix B 	Role of Disposal of PCB-Contaminated Sediment in the Accumulation of PCB's by l~arine Animals, by V. F. Stout and L. G. Lewis 
Appendix C 	Effects of Dredged Material Disposal on the Concentration of Mercury and Chromium in Several Species of 14arine Animals, by F. M. Teeny and A. S. Hall 
Appendix D 	Chemical and Physical Analyses of Water and Sediment in Relation to Disposal of DredgedMaterial in Elliott Bay: 
Volume February-June 1976, by D. J. Baumgartner, 
D. W. Schults, and J. B. Carkin 
Volume II 	September-December 1976, by S. Sugai, W. R. Schell, A. Nevissi, S. Olsen, and D. Hun tamer 
AD 
AD 

AD 

AD 

AD 
AD 

AD 

AD 

AD 
AD 

Number A062 170 
A061 917 
A062 841 
A058 445 A058 268 
A055 218 
A049 616 
A058 000 A058 001 
E-10 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Technical Reports 
Number Date 	Title AD Number 
TR D-77-24 
(Cont) Jan 1978 Appendix E 	Release and Distribution of Polychorinated AD A061 987 Biphenyls Induced by Open-Water Dredge Disposal Activities, by S. P. Pavlou, R. N. Dexter, Wilson Hom, A. J. Hafferty, and K. A. Krogsl und 
Jun 1978 Appendix F 	Recolonization of Benthic Macrofauna Over a AD A058 442
** 
Deep-Water Disposal Site, by R. A. Harman and J. C. Serwold 
Aug 1978 Appendix G 	Benthic Community Structural Changes Resulting AD A058 950 from Dredged Material Disposal, Elliott Bay Disposal Site, by C. R. Bingham 
TR D-77-25 Nov 1977 	An Evaluation of Oil and Grease Contamination Associated AD A048 595 with Dredged 11aterial Containment Areas, by EngineeringScience, Inc. (includes Appendix A) 
TR D-77-26 Nov 1977 	Assessment and Significance of Sediment-Associated Oil AD A050 044 and Grease in Aquatic Environments, by L. H. DiSalvo, 
H. E. Guard, N. D. Hirsch, and James Ng (includes Appendix A) 
TR D-77-27 Oct 1977 	Patterns of Succession in Benthic Infaunal Communities AD A049 632 Following Dredginq and Dredged Material Disposal in Monterey Bay, by J. S. 01 iver, P. N. Slattery, L. 1<1. Hulberg, and J. W. Nybakken 
TR D-77-28 Dec 1977 	Underground Biomass Dynamics and Substrate Se~ective AD A055 761 Properties of Atlantic Coastal Salt Marsh Plants, by 
J. L. Gallagher, F. G. Plumley, and P. L. Wolf (includes Appendixes A-C on microfiche) 
TR D-77-29 Dec 1977 	An Assessment of Problems Associated with Evaluating AD A052 519 the Physical, Chemical, and Biological Impacts of Discharging Fill ~1aterial, by L. W. Canter, E. H. Klehr, 
J. W. Laguros, and others (includes Appendixes A-G) 
TR D-77-30 	Aquatic Disposal Field Investigations, Columbia River 
Disposal Site, 'Oregon: 

~1ay 1978 	Evaluative Summary, by C. G. Boone, M. A. Granat, and AD A056 925 ~1. P. Fa rre11 
Dec 1977 Appendix A 	Investigation of the Hydraulic Regime and AD A054 725 Physical Nature of Bottom Sedimentation, by
R. W. Sternberg, J. S. Creager, William Glassley, and Janice Johnson 
** Reproduced on microfiche; no hard copies are available. Microfiche for this appendixis inclosed in a pocket inside the back cover of the Evaluative Summary. 
E-ll  
ENVIRONt1ENTAL  EFFECTS  LABORATORY  
Dredged t1aterial  Research Program  
Technical  Reports  
Number  Date  Title  AD  Number  
TR D-77-30  
(Cont)  Jun 1978  Appendix B  Water Column, Primary Productivity, and Sediment Studies, by R. L. Holton, N. H. Cutshall, L. I. Gordon, and L. F. Small  AD  A058 433  
Dec 1977  Appendix C  The Effects of Dredged Material Disposal on Benthic Assembla~es, by M. D. Richardson,A. G. Carey, Jr., and W. A•. Colgate  AD  A054 561  
**  Mar 1978  Appendix D  Zooplankton and Ichthyoplankton Studies, byR. L. Holton and L. F. Small  
Nov 1977  Appendix E  Demersal Fish and Decapod Shellfish Studies, by J. T. Durkin and S. J. Lipovsky  AD  A048 412  
TR D-77-31  Nov  1977  The Flora of Dredged Material Sites in Navigation Pool of the Upper Mississippi River, by S. R. Ziegler and S. H. Sohmer (includes Appendix A)  8  AD  A050  778  
TR D-77-32  Nov 1977  Identification of Alternative Power Sources for  AD  A048 312  
Dredged t~aterial Processing Operations, by C. E. Parker, D. Pal, K. F. Vodraska, and J. B. Ciani (includes Appendixes A-F; Appendixes A-E on microfiche only)  
TR D-77-33  Nov  1977  Feasibility of Inland Disposal of Dewatered Dredged Material: A Literature Review, by SCS Engineers  AD  A048 203  
TR D-77-34  Nov  1977  Availability of Sediment-Absorbed Selected Pesticides to Benthos with Particular Emphasis on Deposit-FeedingInfauna, by M. ~!. Nathans and T. J. Bechtel (includesAppendixes A-B)  AD  A055  506  
TR  D-77-35  Nov  1977  Modeling of Ecological Succession and Production in Estaurine Marshes, by J. C. Zieman and W. E. Odum (includes Appendixes A-C; Appendix B is on microfiche only)  AD  A051  929  
TR  D-77-36  Nov  1977  Primary Productivity of f~inor f~arsh Plants in Delaware, Georgia, and Maine, by R. J. Reimold and R. A. Linthurst (includes Appendixes A-D on microfiche)  AD  A051  164  
Feb 1978  Errata Sheet No.  1  
TR D-77-37  Dec  1977  Ability of Salt Marshes to Remove Nutrients and Heavy Metals from Dredged Material Disposal Area Effluents, by H. L. Windon (includes Appendixes A-E on microfiche)  AD  A063  643  

** Reproduced on microfiche; no hard copies are available. t~icrofiche for this appendixis inclosed in a pocket inside the back cover of the Evaluative Summary. 
E-12 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Technical Reports 
Number Date 	Title AD Number 
TR D-77-38 	Habitat Development Field Investigations, Miller Sands 
t4arsh and Upland Habitat Development Site, Columbia 
River, Oregon: 

Dec 1978 Summary Report, by E. J. Clairain, Jr., R. A. Cole, AD A074 872 
R. J. Diaz, A. W. Ford, R. T. Huffman, L. J. Hunt, and B. R. Wells 
*** Jun 1978 Appendix A 	Physical and Chemical Inventory, by AD A074 873 Normal Cutshall and V. G. Johnson 
*** Jun 1978 Appendix B 	Inventory and Assessment of Predisposal and AD A074 874 Postdisposal Aquatic Habitats, by R. J. ~1cConnell, S. J. Lipovsky, D. A. Misitano, 
D. R. Craddock, and J. R. Hughes 
*** Mar 1978 Appendix C 	Inventory and Assessment of Prepropagation AD A074 875 Terrestrial Resources on Dredged t~aterial, by C. D. White, D. 0. McKay, and A. D. Grant 
*** Dec 1978 Appendix D 	Propagation of Vascular Plants on Dredged AD A074 876 ~1aterial, by W. E. Ternyik 
Aug 1978 Appendix E 	Postpropagation Assessment of Botanical and AD A062 261 
Soil Resources on Dredged 14aterial, by P. E. Heilman, D. M. Greer, S. E. Brauen, and A. S. Baker 
May 1978 Appendix F 	Postpropagation Assessment of Wildlife AD A056 823 Resources on Dredged Material, by J. A. Crawford and D. K. Edwards 
TR D-77-39 Dec 1977 	Laboratory Study of Chemical Coagulation as a t4eans of AD A050 596 Treatment for Dredged t1aterial, by Chun-Ching Wang and 
K. Y. Chen (includes Appendixes A-B) 
TR D-77-40 Dec 1977 	Trace and Toxic Metal Uptake by Marsh Plants as Affected AD A050 914 
by Eh, pH, and Saljnity, by Center for Wetland Resources, Louisiana State University, Baton Rouge 
TR D-77-42 	Aquatic Disposal Field Investigations, Ashtabula River 
Disposal Site, Ohio: 

Jun 1978 Evaluative Summary, by R. A. 	Sweeney AD A055 865 
Jan 1979 Errata Sheet No. 1 
Jul 1978 Appendix A 	Planktonic Communities, Benthic Assemblages, AD A061 317 and Fishery, by R. A. Sweeney 
*** Reproduced on microfiche; no hard copies are available. Microfiche for this appendix is inclosed in a pocket inside the back cover of the Summary Report. 
Number 
TR D-77-42 (Cont) 
TR D-77-43 
TR D-77-44 
TR D-77-45 
TR D-78-1 
TR D-78-2 
TR D-78-3 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Date 	Title 
Dec 1977 Appendix B 	Investigation of the Hydraulic Regime and Physical Nature of Bottom Sedimentation, by 
L. G. Danek, G. R. Alther, P-P. Paily, R-G. Johnson, F-de Libero, J-F. Yohn, and F. TLovorn 
Jul 1978 Appendix C 	Investigation of Water-Qualitv and Sediment Parameters, by R-K-Wyeth and R-A-Sweeney 
Nov 1978 Errata Sheet No-1 
Case Studies and Comparative Analyses of Issues Associ
ated with Productive Land Use at Dredged Materials 
Disposal Sites, bv J. J. Gushue and K. M-Kruetziger: 
Dec 1977 Volume I 	Main Text 
Dec 1977 Volume II 	Appendixes A-R 
Jun 1978 Errata Sheet No. 
Commom Marsh Plant Species of the Gulf Coast Area: 
Dec 1977 Volume I 	Productivity, by J-G. Gosselink, C-sHopkinson, Jr., and R-T-Parrondo (includes Appendixes A-C on microfiche) 
Dec 1977 Volume II 	Growth Dynamics, by J-G. Gosselink, c_ s. Hopkinson, Jr., and R. T. Parrondo (includes Appendixes A-G on microfiche) 
Dec 1977 	Impact of Fluid Mud Dredged t1aterial on Benthic Communities of the Tidal James River, Virginia, by R. J. Diaz and D. F-Boesch (includes Appendixes A-B) 
Jun 1978 	Use of Dredged Material Islands by Colonial Seabirds and Wading Birds in New Jersey, by F-G-Buckley and 
c. A. McCaffrey (includes Appendixes A-D; Appendixes A and B are on microfiche) 
Nov 1978 	Errata Sheet 
Jan 1978 	An Assessment of the Potential Impact of Dredged Material Disposal in the Open Ocean, by W-E. Pequegnat in collaboration with D. D-Smith, R. M. Darnell, and others (includes Appendixes A-B) 
Jan 1978 	Mineral Cycling in Salt Marsh-Estuarine Ecosystems; Ecosystem Structure, Function, and General Compartmental Model Describing t1ineral Cycles, by Douglas Gunnison (includes Appendix A) 
AD Number AD A051 217 
AD A057 461 
AD A055 386 AD A054 893 
AD A052 094 
AD A052 095 
AD A050 915 
AD A061 843 
AD A053 183 
AD A052 737 
ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged  Material  Research  Program  
Number  Date  Title  AD Number  
TR  D-78-4  Jan  1978  Seagrass Literature Survey, by J.  c.  Zieman,  K. w.  AD  A054  480  
Bridges,  and  c.  P. McRoy  
Jun  1978  Errata Sheet  No.  1  
TR  D-78-5  Feb 1978  Feasibility Study of Vacuum  Filtration Systems for  De AD  A053  773  
watering Dredged Material, by B. w.  Long and  D. J. Grana  
(includes Appendixes A-B)  
TR  D-78-6  Feb  1978  Prediction of Heavy Metal Uptake by Marsh Plants Based  AD  A054  129  
on  Chemical  Extraction of Heavy Metals from Dredged  
Material, by c.  R. Lee,  R.  M.  Smart,  T. c. Sturgis,  
R.  N.  Gordon, Sr., and  M. c. Landin  (includes  
Appendixes A-B)  
TR  D-78-7  Field Study of the Mechanics of the  Placement of  
Dredged Material  at  Open-vlater Disposal Sites, by H.  J.  
Bokuniewicz,  Jeffrey Gebert,  R. B. Gordon,  and  others:  
Apr  1978  Volume  I  Main  Text and  Appendixes  A-I  AD  A055  647  
Apr  1978  Volume  II  Appendixes  J-0  AD  A055  648  
TR  D-78-8  Apr  1978  Use of Dredged  Material  Islands by Colonial  Seabirds and  AD  A056  785  
Wading  Birds in  Texas, by A.  H. Chaney,  B.  R.  Chapman,  
J.  P.  Karges,  and others (includes Appendixes A-I;  
Appendixes  D-F  are  on  microfiche only)  
TR  D-78-9  May  1978  A Comparison of Plant Succession and  Bird  Utilization  on  AD  A056  000  
Diked  and  Undiked  Dredged  Material  Islands in  North  
Carolina Estauries, by  J. F.  Parnell,  D. M. DuMond,  and  
R.  N.  Needham  (includes Appendixes A-D)'  
TR  D-78-10  May  1978  Colonial  Birds Nesting  on  Man-Made and  Natural  Sites in  AD  A061  818  
the  u.s. Great Lakes, by W.  C. Scharf (includes Appen 
dixes A-E;  Appendixes C-E  are  on  microfiche only)  
TR  D-78-11  Habitat  Development Field  Investigations,  Rennie  Island  
Marsh  Development Site, Grays Harbor, .Washington:  
Apr  1978  Summary Report, by M.  K. Vincent  (includes Appendixes  AD  A056  909  
A-D;  Appendixes A-C  are  on  microfiche only)  
TR  D-78-12  May  1978  Investigation of Containment Area  Design  to  Maximize  AD  A056  525  
Hydraulic Efficiency, by  Brian  J. Gallagher and  Co.  
(includes Appendixes A-E)  
TR  D-78-13  Apr  1978  An  Aerial  Survey of Waterbird  Colonies Along  the Upper  AD  A056  059  
Mississippi  River and  Their  Relationship to Dredged  
Material Deposits, by D.  H. Thompson  and  M.  C.  Landin  
(includes Appendixes A-B)  

Number Date 
TR D-78-14 Apr 1978 
Apr 1978 TR D-78-15 
Aug 1978 *** Jun 1978 
*** 	May 1978 Jun 1978 Jun 1978 
TR D-78-16 May 	1978 
TR D-78-17 May 	1978 
TR D-78-18 May 	1978 
ENVIRONt~ENTAL EFFECTS LABORATORY 
Dredged t-1aterial 	Research Program 
Technical Reports 
Title 	AD Number 
Colonial Bird Use and Plant Succession on Dredged Material Islands in Florida: 
Volume I 	Sea and Wading Bird Colonies, by R. W. AD A056 086 Schreiber and E. A. Schreiber (includes Appendixes A-B) 
Volume II 	Patterns of Plant Succession, by R. R. AD A056 803 Lewis III and C. S. Lewis 
Habitat Development Field Investigations, Bolivar Peninsula, Marsh and Upland Habitat Development Site, Galveston Bay, Texas: 
Summary Report, 	by H. H. Allen, E. J. Clairain, Jr., AD A063 780 
R. J. Diaz, A. W. 	Ford, L. J. Hunt, and B. R. Wells 
Appendix A 	Baseline Inventory of Water Quality, Sediment Quality, and Hydrodynamics, by J. D. Lunz 
Appendix B 	Baseline Inventory of Terrestrial Flora, Fauna, and Sediment Chemistry, by J. D. Dodd 
Appendix C 	Baseline Inventory of Aquatic Biota, by 
J. M. Lyon and K. 	N. Baxter 
Appendix D 	Propagation of Vascular Plants and PostAD A063 781 propagation Monitoring of Botanical Soil, Aquatic Biota, and Wildlife Resources, by 
J. W. Webb, J. D. Dodd, B. W. Cain, and others 
Characterization of Confined Disposal Area Influent and AD A056 371 
Effluent Particulate and Petroleum Fractions, by J. C. S. 
Lu, Bert Eichenberger, Miroslav Knezevic, and K. Y. Chen 
(includes Appendixes A-C) 

Colonial Nesting Sea and Wading Bird Use of Estaurine AD A056 926 
Islands in the Pacific Northwest, by C. F. Peters, 

K. 0. Richter, D. A. Manuwal, and S. G. Herman (includes Appendixes A-D) 
Weir Design to Maintain Effluent Quality from Dredged AD A056 062 
Material Containment Areas, by T. M. Walski and P. R. 
Schroeder (includes Appendixes A-C) 

*** Reproduced on microfiche; no hard copies are available. Microfiche for this appendix is inclosed in a pocket inside the back cover of the Summary Report. 
E-16 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Technical Reports 
Number Date Title 	Number
.::=.;::..:::,..__ 	AD 
TR D-78-19 Jun 1978 	A Methodology for Determining Land Value and Associated AD A061 841 Benefits Created from Dredged Material Containment, by
E. T. Conrad and A. J. Pack (includes Appendixes A-0 on microfiche) 
TR D-78-20 Jun 1978 	A Study of Leachate from Dredged Material in Upland AD A056 897 
Areas and/or in Productive llses, by J. L. Mang, J. C. S. Lu, R. J. Lofty, and R. P. Stearns (includes Appendix A) 
TR D-78-21 Jun 1978 	Effects of Turbidity and Suspended Material in Aquatic AD A056 035 Environments; Literature Review, by E. M. Stern and 
w. B. Stickle 
TR D-78-22 Jun 1978 	Development of Procedures for Selecting and Designing AD A058 422 Reuseable Dredged Material Oisposal Sites, by T. E. Raster, H. S. Gill, D. C. Steuernagel, and D. J. Lipiro(includes Appendixes A-C) 
TR D-78-23 Jun 1978 	Considerations in Conducting Bioassays, by D. R. AD A057 203 Rosenberger, Edward Long, Raymond Bogardus, Elaine Farbenbloom, Robert Hitch, and Susan Hitch 
TR D-78-24 Jun 1978 	Physical and Chemical Characterization of Dredged t1ateAD A057 460 rial Influents and Effluents in Confined Land DisposalAreas, by R. E. Hoeppel, T. W. Myers, and R. M. Engler(includes Appendixes A-B) 
TR D-78-25 	Habitat Development Field Investigations, Nott Island 
Upland Habitat Development Site, Connecticut River, 
Connecticut: 

Aug 1978 	Summary Report, by L. J. Hunt, B. R. Wells, and A. W. Ford 
*** Jul 1978 Appendix A 	Preliminary Terrestrial Ecological Survey,
by R. s. Warren and W. A. Niering 
*** Jul 1978 Appendix B 	Survey of Terrestrial Ecology and Preliminary Botanical Monitoring, by R. S. Warren 
Aug 1978 Appendix C 	Postpropagation Monitoring of Vegetation AD A059 725 and Wildlife, by 1~. J. Barry, R. S. Warren, 
W. A. Niering, J. L. Tabachnick, and A. C. Carroll 
TR D-78-26 	Habitat Development Field Investigations, Buttermilk 
Sound Marsh Development Site, Atlantic Intracoastal 
Waterway, Georgia: 

Jul 1978 	Summary Report, by R. A. Cole AD A057 937 
*** Reproduced on microfiche; no hard copies are available. Microfiche for this appendixis inclosed in a pocket inside the back cover of the Summary Report. 
Number 
TR D-78-26 (Cont) 
TR D-78-27 TR D-78-28 
TR D-78-29 
TR D-78-30 
TR D-78-31 
TR D-78-32 
TR D-78-33 
TR D-78-34 
TR D-78-35 Date Jul 1978 
Jun 1978 Jun 1978 
Jul 1978 
Jul 1978 
Jul 1978 
Aug 1978 
Jul 1978 Jun 1978 
Jun 1978 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Technical Reports 
Title 
Appendix A 	Propagation of Marsh Plants and Postpropagation Monitoring, by R. J. Reimold, 
M. A. Hardisky, and P. C. Adams 
Needs and Areas of Potential Application of Disposal Area Reuse Management (DARM), by M. R. Palermo 
Dredged Haterial Transport Systems for Inland Disposal and/or Productive Use Concepts, by P. s. Souder, Jr., Leo Tobias, J. F. Imperial, and F. c. Mushal (includes Appendixes A-B) 
Effects of Suspended Dredged Material on Aquatic Animals, by R. K. Peddicord and v. A. McFarland (includes Appendixes A-C) 
Field Investigations of the Nature, Degree, and Extent of Turbidity Generated by Open-Water Pipeline Di~posal Operations, by J. R. Schubel, H. H. Carter, R. E. Wilson, 
W. M. Wise, N. G. Heaton, and M. G. Gross (includes Appendixes A-D; Appendixes B-D are on microfiche only) 
Design Concepts for In-Water Containment Structures 
for Marsh Habitat Development, by J. w. Eckert, M. L. Giles, and G. M. Smith (includes Appendixes A-B) 
Habitat Development Field Investigations, Apalachicola Bay Marsh Development Site, Apalachicola Bay, Florida: 
Summary Report, by vi. L. Kruczynski, R. T. Huffman, and M. K. Vincent 
Habitat Development Field Investigations, Port St. Joe 
Seagrass Demonstration Site, Port St. Joe, Florida: 
Summary Report, by R. c. Phillips, M. K. Vincent, and 
R. T. Huffman (includes Appendix A) 
Flume Experiments on Sand, Silt, and Clay Mixtures 
from the Offshore Dredged Material Disposal Site, 
Galveston, Texas, by A. J. Moherek (includes 
Appendixes A-F) 
Vertical Migration of Benthos in Simulated Dredged 
Material Overburdens: 
Volume I Marine Benthos, by D. L. Maurer, R. T. Keck, 
J. c. Tinsman, and others (includes Appendix A) 
AD Number AD A062 867 
AD A057 920 AD A058 432 
AD A058 489 
AD A058 507 
AD A058 732 
AD A059 722 
AD A058 733 AD A057 660 
AD A058 725 
ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged  Material  Research Program  
Technical  Re2orts  
Number  Date  Title  AD  Number  
~"'-'-.;..__---------·--------·-- 
TR  D-78-36  Jul  1978  The Agricultural Value  of Dredged Material, by s.  C.  AD  A061  298  
Gupta, w.  E~ Larson,  R. G~ Gast,  s. M.  Combs,  and  
R.  H.  Dowdy (includes Appendixes A-C)  
TR D-78-37  Jul  1978  Handbook for  Terrestrial Wildlife Habitat  Development  AD  A061  114  
on  Dredged Material, by Coastal  Zone  Resources Division,  
Ocean  Data  Systems,  Inc.  (includes Appendixes A-C)  
TR  D-78-38  Jul  1978  The  Effects of Smothering  a  Spartina Alterniflora Salt  AD A063  366  
Marsh with Dredged Material, by R.  J. Reimold,  M.A.  
Hardisky,  and  P. c. Adams  (includes Appendixes A-D  on  
microfiche)  
TR  D-78-39  Jul  1978  An  Analysis of the Functional  Capabilities and  Perfor AD  A060 382  
mance  of Silt Curtains, by  JBF Scientific Corp. (in 
cludes Appendixes A-B)  
TR  D-78-40  Jul  1978  A Field Study of Fluid  Mud  Dredged  Material:  Its  AD  A058  952  
Physical  Nature and  Dispersal, by M.  M. Nichols,  
G. s. Thompson,  and  R. W. Faas  (includes Appendix A)  
TR  D-78-41  Aug  1978  Prediction of Volumetric  Requirements fpr Dredged  AD A062 481  
Material  Containment Areas, by M.  L. Hayden (includes  
Appendixes A-F;  Appendixes C-D  are  on  m,icrofiche only)  
TR  D-78-42  Aug  1978  Availability of Sediment-Adsorbed  Heavy Metals  to  AD  A061  152  
Benthos with Particular Emphasis  on  Deposit-Feeding  
Infauna, by J. W.  Neff,  R. s. Foster,  and  J. F.  
Slowey (includes Appendixes A-C)  
TR  D-78-43  Aug  1978  Physi~al and  Chemi0al  Chara~terization of Dredged  AD  A061  846  
Material  Sediments and  Leachates in Confined  Land  Dis 
posal Areas, by K.  Y. Yu,  K.  Y.  Chen,  R.  D.  Morrison,  
and  J. L.  Mang (includes Appendixes A-L  on  microfiche)  
TR  D-78-44  Aug  1978  Evaluation of the Submerged Discharge of Dredged  Mate AD  A062  616  
rial Slurry During Pipeline Dredge Operations, by  R. w.  
Neal, George Henry and  s.  H. Greene  (includes Appendixes  
A-B)  
TR  D-78-45  Evaluation of the Elutriate Test  as  a  Method of Pre 
dicting Contaminant Release  During Open-Water Disposal  
of Dredged  Sediments and  Environmental  Impact of Open 
Water  Dredged  Material  Disposal:  
Aug  1978  Volume  I  Discussion, by R.  A. Jones and  G. F. Lee  AD  A064  014  
(includes Appendix A)  
Aug  1978  Volume  II  Data  Report,  by G.  F. Lee,  R.  A.  Jones,  AD  A061  710  
F. Y. Saleh,  and others (includes  
Appendix A)  

Number TR D-78-46 
TR D-78-47 
TR D-78-48 
TR D-78-49 
TR D-78-50 
TR D-78-51 
TR D-78-52 
TR D-78-53 
TR D-78-54 
TR D-78-55 
TR D-78-56 Date Aug 1978 
Aug 1978 
Aug 1978 Reprinted 
Sep 
Aug 

Aug 

Aug 

Aug 

Aug 

Sep 

Sep 

Dec 

1982 1978 
1978 
1978 
1978 
1978 
1978 
1978 
1978 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Technical ReE~!~ 
Title 
Laboratory Investigation of the Dynamics of Mud Flows Generated by Open-Water Pipeline Disposal Operations, by George Henry, R. W. Neal, and s. H. Greene (includes 
Appendixes A-C) 
Evaluation and Calibration of the Tetra Tech Dredged 
Material Disposal Models Based on Field Data, by B. H. Johnson and B. W. Holliday (includes Appendixes A-E) 
An Investigation of Physical, Chemical, and/or Biological Control of Mosquitoes in Dredged Material Disposal Areas, edited by W. B. Ezell, Jr. (includes Appendixes A-F) 
Long-Term Release of Contaminants from Dredged Material, by J. M. Brannon, R. H. Plumb, Jr., and Issac Smith 
(includes Appendix A) 
Biological Assessment Methods to Predict the Impact of Open-Water Disposal of Dredged Material, by P. J. Shuba, 
H. E. Tatem, and J. H. Carroll (includes Appendixes A-D) 
Influence of Pregermination Conditions on the Viability of Selected Marsh Plants, bv J. D. Maguire and G. A. Heuterman (includes Appendix A) 
Design of Laboratory Microcosm for Evaluating Effects of Dredged Material Disposal on Marsh-Estuarine Ecosystems 
Field Demonstration of Shrimp Mariculture Feasibility in Dredged Material Containment Areas, by J. A. Quick, 
D. J. Milligan, s. E. Hill, R. J. Hover, and W. F. Mcilhenny (includes Appendix A) 
Development and Application of Design and Operation Procedures for Coagulation of Dredged Material Slurry and Containment Area Effluent, bv R. H. Jones, R. R. Williams, and T. K. Moore (includes Appendixes A-8) 
Evaluation of Laws and Regulations Impacting the Land Use of Dredged Material Containment Areas, by James Cole and Michael Brainard (includes Appendixes A-I) 
Methodology for Design of Fine-Grained Dredged Material Containment Areas for Solids Retention, by R. L. Montgomery 
AD 
AD 
AD 
AD 
AD 
AD 
AD 
AD 
AD Number AD A062 480 
AD A059 991 
AD A061 311 
A060 814 
A060 502 
A059 629 
A058 953 
A062 
A062 
A063 
A073 652 
060 
905 
226 
Number Date TR D-78-57 Dec 1978 
TR D-78-58 Dec 1978 
ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged  Material  Research  Program  
Technical  Reports  
Title  AD Number  
Habitat Development Field Investigations, Salt Pond No. 3, Marsh Development Site, South San Francisco Bay, California; Summary Report, by J. H. Morris, C. L-Newcombe, R. T. Huffman, and J. s-Wilson  AD A065 775  
Assessment of Certain European Dredging Practices and Dredged Material Containment and Reclamation Methods, by K. d'Angremond, J. Hoekstra, w. c. H. Kleinbloesem, L-Nederlof, and J-de Nekker (includes Appendixes A-J)  AD A074  219  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Dredged f4aterial  Research Program  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
AMERICAN TECHNICAL ASSISTANCE CORPORATION, Mclean, Virginia  
CR D-74-7  Dec 1974  Legal, Policy, and Institutional Constraints Associated with Dredged Material Marketing and Land Enhancement, by R. C. Wakeford and Donald Macdonald  AD  A006 595  
ARGONNE  NATIONAL  LABORATORY, Argonne,  Illinois  
CR D-76-9  Aug  1976  Abatement of Malodors at Confined Dredged Haterial Disposal Sites, by W. Harrison, A. Dravnieks, R. Zussman, and R. Goltz (includes Appendixes A-B)  AD  A030 597  
Feb 1978  Errata Sheet No.  1  
ARTHUR D.  LITTLE, INC., Cambridge, Massachusetts  
CR D-74-4  Sep 1974  Identification of Objectionable Environmental Conditions and Issues Associated with Confined Disposal Areas, by J. E. Harrison and L. C. Chisholm (includes Appendixes A-C)  AD  AOOO  895  
CR D-75-1  Jan 1975  A Feasibility Study of Lawn Sod Production and/or Related Activities on Dredged Material Disposal Sites  AD  A006 609  
THE CENTER FOR Connecticut  THE  ENVIRONMENT &MAN,  INC., Hartford,  
CR D-75-2  Apr 1975  Guidelines for 11aterial by L. E. Johnson and W. Appendixes A-E)  Placement in Marsh Creation, V. McGuinness, Jr. (includes  AD  A010 725  
COASTAL ZONE Carolina  RESOURCES  CORPORATION,  l~ilmington, North  
CR D-76-2  Identification of Relevant Criteria and Survey of Potential Application Sites for Artificial Habitat Creation:  
Oct 1976  Volume  I  Relevant Criteria for Marsh-Island Site  AD  A033 525  
Selection and Their Application  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Dredged Material  Research Program  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
CR 0-76-2  COASTAL ZONE RESOURCES CORPORATION, Wilmington, North Carol ina (Cont)  
(Cont)  Oct 1976  Volume  II  Survey of Potential Application Situations and Selection and Description of OptimumProject Areas (includes Appendix A)  AD  A033  526  
CR  D-77-2  f4ar 1977  A Comprehensive Study of Successional Plants and Animals at Upland DisposalAppendixes A-E)  Patterns of Areas (includes  AD  A040 464  
DAt4ES  & MOORE,  San  Francisco, California  
CR D-74-5  Sep 1974  Demonstration of a Methodology for Dredged Material Reclamation and Drainage, by C. W. Garbe, D. D. Smith, and Sri Amerasinghe  AD  AOOO  896  
ENVIREX,  INC.,  Environmental  Sciences Division,  
Milwaukee, Wisconsin  
CR D-75-6  Dec 1975  Laboratory Study of the Release of Pesticide and PCB Materials to the Water Column During Dredging and Disposal Operations, by Richard Fulk, David Gruber, and Richard Wullschleger (includes Appendixes A-D)  AD  A026  685  
ENVIRONMENTAL CONCERN, INC., St. Michaels, t~aryland  
CR D-77-3  Apr 1977  Recent and Planned Marsh Establishment Work Throughoutthe Contiguous United States --A Survey and Basic Guidelines, by E. W. Garbisch, Jr. (fncludes AppendixesA-B; Appendix B on microfiche only)  AD  A041  464  
ENVIRONt~ENTAL ENGINEERING CONSULTANTS, INC., Stillwater,  
Oklahoma  
CR D-76-10  Dec  1976  Laboratory Study of Aeration as a Feasible Technique for Dewatering Fine-Grained Dredged Material  AD  A035  673  

ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged Material  Research Program  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
GREEN ASSOCIATES, INCORPORATED, Towson, Maryland  
CR D-74-2  Regional Landfill and Construction Material Needs in Terms of Dredged Material Characteristics and Availability:  
May 1974  Volume  I  Main Text, by R. E. F. Drabkowski  Reikenis, V.  Elias, and  AD  780 750  
May 1974  Volume  II  Appendixes A, B, C, and D, by R. and E. F. Drabkowski  Reikenis  AD  780 751  
HITTI~AN ASSOCIATES,  INC., Columbia, Maryland  
CR D-74-6  Oct 1974  Containment Area Facility Concepts for Dredged Material Separation, Drying, and Rehandling, by C. W. Mallory and M. A. Nawrocki  AD  A002 605  
JBF SCIENTIFIC CORPORATION, Burlington, Massachusetts  
CR D-76-3  Apr 1976  State-of-the-Art Survey and Evaluation of Open-Water Dredged Material Placement Methodology, by E. E. Johanson, S. P. Bowen, and George Henry (includes Appendixes A-B)  AD  A027 024  
JOHN  HUSTON,  INC., Corpus Christi, Texas  
CR D-76-4  May 1976  Techniques for Reducing Turbidity Associated with Present Dredging Procedures and Operations, by J. w. Huston and w. c. Huston (includes Appendixes A-D)  AD  A026  623  
LOUISIANA AGRICULTURAL EXPERIMENT STATION, LOUISIANA  
STATE UNIVERSITY, Baton Rouge  
CR D-77-4  Transformations of Heavy t1etals and Plant Nutrients in Dredged Sediments as Affected by Oxidation Reduction Potential and pH:  
May 1977  Volume  I  Literature Review, by R. A. Khalid, R. P. Gambrell, M.G. Verloo, and W. H. Patrick,  AD  A041  468  
Jr.  
May 1977  Volume  II  Materials and Methods/Results and Discussion, by R. P. Gambrell, R. A. Khal id, t1. G. Verloo, and W. H. Patrick, Jr. (includes Appendixes  AD  A041  469  
A-R)  

ENVIRONMENTAL  EFFECTS LABORATORY  
Dredged Material  Research Program  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
UNIVERSITY OF MICHIGAN, SCHOOL OF NATURAL RESOURCES, Ann Arbor  
CR D-74-9  State-of-the-Art Survey and Evaluation of Marsh Plant Establishment Techniques: Induced and Natural:  
Dec 1974  Volume  I  Report of Research, by J. A. W. A. Wentz  Kadlec and  AD  A012 837  
Dec 1974  Volume  II  A Selected Annotated Bibliography on Aquaticand ~1a rs h Plants and Their Management, by \~. A. Wentz, R. L. Smith, and J. A. Kadlec  AD  A012 837  
NORTHWESTERN  UNIVERSITY,  DEPARTMENT OF  CIVIL  
ENGINEERING, Illinois  THE TECHNOLOGICAL  INSTITUTE, Evanston,  
CR D-76-8  Aug  1976  Investigation of Effluent Filtering Systems for DredgedMaterial Containment Facilities, by R. J. Krizek, J. A. FitzPatrick, and D. K. Atmatzidis (includes AppendixesA-D)  AD  A031  468  
Feb 1978  Errata Sheet No.  1  
OKLAHOMA  STATE UNIVERSITY,  OFFICE OF  ENGINEERING  
RESEARCH.  Stillwater  
CR D-73-1  Jul  1973  Feasibility Study of Hydrocyclone Systems for DredgeOperations, by W. G. Tiederman and ~1. M. Reischman  AD  766 212  
ROY  MANN  ASSOCIATES,  INC., Cambridge, Massachusetts  
CR  D-75-5  Dec 1975  Landscape Concept Development for Confined DredgedMaterial Sites, by Roy Mann, W. A. Niering, Robert Sabbatini, and Peter Wells  AD  A026 684  
UNIVERSITY OF SOUTHERN CALIFORNIA, Los Angeles  
CR  D-76-1  Feb 1976  Research Study on the Effect of Dispersion, Settling,and Resedimentation on Migration of Chemical Constituents During Open-Water Disposal of DredgedMaterials, by K. Y. Chen, S. K. Gupta, A. z. Sycip, J. C. S. Lu, Miroslav Knezevic, and W.-W. Choi  AD  A022  144  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Dredged t1aterial  Research Program  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
TEKNEKRON,  INC., Washington, DC  
CR D-77-1  Design Requirements for an Information Dissemination and Technology Transfer System for the Dredged Material Research Program, by D. M. Speaker and ~1. H. Weisgerber:  
Feb 1977  Volume  Text and Appendix A  AD  A038 886  
Feb 1977  Volume  II  Appendixes B through D  AD  A038 887  
TETRA TECH, INCORPORATED, Pasadena,  California  
CR D-76-5  May  1976  Development of Models for Prediction of Short-Term Fate of Dredged Material Discharged in the Estaurine Environment, by t1. G. Brandsma and D. J. Divoky (includes Appendixes A-E)  AD  A027  131  
TEXAS A&M UNIVERSITY, College Station  
CR D-74-8  Dec  1974  Assessment of the Factors Controlling the Long-Term Fate of Dredged Material Deposited in Unconfined Subaqueous  AD  A009  127  
Disposal Areas, by D. Dunlap  R. Basco, A.  H. Bouma,  and W.  A.  
UNIVERSITY  OF TEXAS  AT  DALLAS,  INSTITUTE  FOR  ENVIRON 
t1ENTAL  SCIENCES,  Richardson  
CR D-74-1  Jun 1974  Literature Review on Research Study for the Developmentof Dredged Material Disposal Criteria, by G. F. Lee and R. H. Plumb  AD  780 755  
CR  D-75-4  Nov  1975  Research Study for the Development of Dredged ~1aterial Disposal Criteria, by G. F. Lee, t~. D. Piwoni, J. t1. Lopez, G. M. Mariani, J. S. Richardson, D. H. Homer, and Farida Saleh (includes Appendix A)  AD  A019  953  
U. S. ARMY  COLD  REGIONS  RESEARCH  AND  ENGINEERING  
LABORATORY, Hanover,  New  Hampshire  
CR  D-76-7  t1ay 1976  Effect of Sediment Organic Matter on Migration of Various Chemical Constituents During Disposal of Dredged t1aterial, by B. E. Blom, T. F. Jenkins, D. C. Leggett, and R. P. t1urrmann (includesAppendixes A-B)  AD  A027  394  

Number  Date  
CR D-75-3  Nov 1975  
CR  D-76-6  May 1976  

ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program 
Contract Reports 
Contractor and Title of Report 
UNIVERSITY OF VIRGINIA, Charlottesville 
t1ethods of Dissolved Oxygen Budget Analysis for Assessing Effects of Dredged Material Disposal on Biological Community Metabolism, by G. t1. Hornberger and M. G. Kelly (includes Appendixes A-D) 
i 
Socioeconomic 1Aspects of Dredged Material Disposal: The Creation of Recreation Land in Urban Areas, by
S. S. Skjei (includes Appendixes A-B) 
AD Number AD A018 340 
AD A029 972 
Number TR DS-78-1 TR DS-78-2 
TR DS-78-3 TR DS-78-4 
TR DS-78-5 TR DS-78-6 TR DS-78-7 
TR DS-78-8 
TR DS-78-9 TR DS-78-10 
TR DS-78-11 TR DS-78-12 TR DS-78-13 TR DS-78-14 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Haterial Research Program Synthesis of Research Results 
Technical Reports 
Date 	Title 
Aug 1978 	Aquatic Dredged Material Disposal Impacts, by T. D. Wright 
Aug 1978 	Processes Affecting the Fate of Dredged Material, by 
B. W. Holliday 
Dec 1978 	Predicting and Monitoring Dredged Material Movement, by B. W. Holliday, B. H. Johnson, and W. A. Thomas 
Aug 1978 	Water Quality Impacts of Aquatic Dredged ~1aterial Disposal (Laboratory Investigations), by S. A. Burks and R. M. Engler (includes Appendix A) 
Aug 1978 	Effects of Dredging and Disposal on Aquatic Organisms, by N. D. Hirsch, L. H. DiSalvo, and Richard Peddicord 
Aug 1978 	Evaluation of Dredged Material Pollution Potential, by J. t·1. Brannon 
Oct 1978 	Confined Disposal Area Effluent and Leachate Control (Laboratory and Field Investigations), by K. Y. Chen, 
J. L. r~ang, Bert Eichenberger, and R. E. Hoeppel 
Dec 1978 	Disposal Alternatives for Contaminated Dredged Material as a Management Tool to Minimize Adverse Environmental Effects, by R. P. Gambrell, R. A. Khalid, and W. H. Patrick, Jr. 
Jul 1978 	Assessment of Low-Ground-Pressure Equipment for Use in Containment Area Operation and Maintenance, by W. E. Willoughby (includes Appendixes A-B) 
Dec 1978 	Guidelines for Designing, Operating, and Managing Dredged Material Containment Areas, by M. R. Palermo, 
R. L. t1ontgomery, and M. E. Poindexter (includes Appendixes A-E) 
Sep 1978 	Guidelines for Dewatering/Densifying Confined Dredged Material, by T. A. Haliburton (includes Appendix A) 
Dec 1978 	Guidelines for Dredged t1aterial Disposal Area Reuse Management, by R. L. Montgomery, A. W. Ford, ~1. E. Poindexter, and M. J. Bartos (includes Appendixes A-B) 
Aug 1978 	Prediction and Control of Dredged Material Dispersion Around Dredging and Open-Water Pipeline Disposal Operations, by W. D. Barnard (includes Appendix A) 
Dec 1978 	Treatment of Contaminated Dredged t1aterial, by W. D. Barnard and T. D. Hand 
AD Number AD A060 250 AD A059 276 
AD A063 878 AD A059 735 
AD A058 989 AD A059 724 AD A062 882 
AD A073 158 
AD A058 501 AD A073 138 
AD A060 405 AD A069 630 AD A059 573 AD A074 553 
ENVIRONMENTAL EFFECTS LABORATORY 
Dredged Material Research Program Synthesis of Research Results 

Number TR DS-78-15 TR DS-78-16 TR DS-78-17 
TR DS-78-18 
TR DS-78-19 TR DS-78-20 
TR IJS-78-21 
TR DS-78-22 TR DS-78-23 
Date Dec 1978 Dec 1978 Dec 1978 
Dec 1978 
Dec 1978 Dec 1978 
Dec 1978 
Mar 1979 Dec 1978 Apr 1980 
Technical Reports 
Title 
Upland and Wetland Habitat Development with DredgedMaterial: Ecological Considerations, by J.D. Lunz, 
R. J. Diaz, and R. A. Cole 
Wetland Habitat Development with Dredged Material; Engineering and Plant Propagation (includes Appendixes A-C) 
Upland Habitat Development with Dredged Material: Engineering and Plant Propagation, by L. J. Hunt, 
M. C. Landin, A. W. Ford, and B. R. Wells (includesAppendixes A-C) 
Development and Management of Avian Habitat on Dredged Material Islands, by R. F. Soots, Jr, and 
M. C. Landin (includes Appendixes A-B) 
An Introduction to Habitat Development on Dredged Material, by H. K. Smith 
Productive Land Use of Dredged Material Containment Areas: Planning and Implementation Considerations, by
M. R. Walsh and M. D. Malkasian (includes Appendixes A-B) 
Guidance for Land Improvement Using Dredged t1aterial, by P. A. Spaine, J. L. Llopis, and E. R. Perrier (ineludes Appendixes A-C) 
Errata Sheet No. 1 
Executive Overview.and Detailed Summary, by R. T. Saucier, C. C. Calhoun, Jr., R. M. Engler, T. R. Patin, and H. K. S~ith 
Publication Index and Retrieval System 
AD Number AD A067 828 AD A073 493 AD A072 409 
AD A066 903 
AD A067 202 AD A072 321 
AD A067 195 
AD A074 531 AD A087 279 
ENVIRONMENTAL  EFFECTS  LABORATORY  
Environmental  Studies  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  Y-72-1  Har 1972  Disposal of Vault Wastes, Lake Ouachita and Lake Greeson, Arkansas, by John Harrison  AD  739 917  
MP  Y-72-2  ~1ar 1972  Physical Modeling Applied to Coastal  Zone Pollution  
Prob1ems, by H. B. Simmons, .John Harrison, R. and D. B. Mathis  A. Bo 1 and,  
MP  Y-72-3  Apr 1972 Revised Nov 1973  Study Plan for an Environmental Inventory and Assessment of the Mississippi River 9-Ft Channel Project Between St. Louis, Missouri, and Cairo, Illinois, by W. P. Emge  AD  786 144  
MP  Y-74-1  Apr 1974  Environmental Inventory and Assessment, Illinois Waterway; 12-Foot Channel Navigation Project, by W. Emge, H. H. Allen, G. H. Hughes, G. S. Wilhelm, and J. H. Zimmerman  P.  
MP  Y-74-2  Jul  1974  v/astewater Treatment on Soils of Low Penneabil ity; Interim Report, by R. E. Hoeppel, P. G. Hunt, and T. B. Delaney, Jr.  AD  A008 370  
MP  Y-74-3  Aug  1974  Overland Flow Treatment of Wastewater, by C. Carlson, P. G. Hunt, and T. B. Delaney, Jr.  A.  AD  A008 371  
MP  Y-74-4  Sep 1974  Nitrogen Transformations Hoeppel  in Wetland Soils, by R.  E.  AD  AOOO  610  
MP  Y-74-5  Oct 1974  Physical, Biological, and Chemical Inventory of TwentyThree Side Channels and Four River Border Areas,  AD  AOOO  608  
Middle f1ississippi River, by W. P. Emge, R. C. Solomon, J. H. Johnson, C. R. Bingham, B. K. Colbert, and R. W. Hall  
Oct 1974  Appendixes A-G  AD  AOOO  602  
Oct 1974  Appendixes H-Al  AD  A003  122  
MP  Y-74-6  Nov  1974  Physical, Biological, and Chemical Inventory and Analysis of Selected Dredged and Disposal Sites, t1iddle Mississippi River, by R. C. Solomon, J. H. Johnson, C. R. Bingham, and B. K. Colbert  AD  A001  726  
MP  Y-75-1  Jan 1975  Inventory of Physical and Cultural Elements, Middle Mississippi River Floodplain (River Reach -St. Louis, Missouri, to Cairo, Illinois), by J. K. Stoll and R. D. Brown  AD  A005 008  
MP  Y-76-1  Jan 1976  Water Usage and Wastewater Characterization at a Corps of Engineers Recreation Area, by N. R. Francingues, Jr., and A. J. Green, Jr. (includes Appendix A)  AD  A021  584  

ENVIRONMENTAL EFFECTS LABORATORY 
Environmental Studies 

Miscellaneous Papers 
Number Date Title AD Number 

MP  Y-76-2  Feb 1976  Feasibility of Transplantation, Revegetation, and Restoration of Eelgrass in San Diego Bay, California, by C. G. Boone and R. E. Hoeppel (includes Appendixes A-B)  AD  A021  484  
MP  Y-76-3  Jul  1976  Feasibility of Using Historic Disposal Areas, UpperMississippi River, to Evaluate Effects of DredgedMaterial Disposal on Community Structure of Benthic Organisms, by J. H. Johnson (includes Appendixes A-G)  AD  A028 221  
MP  Y-76-4  Sep 1976  Sensitivity Analysis of the Water Quality for River-Reservofr Systems Model, by K. W. Thornton and A. S. Lessem  AD  A032  382  
MP  Y-76-5  Oct 1976  Preliminary Evaluation of Water Quality of ProposedLaFarge Lake, Kickapoo River, Vernon County, Wisconsin, by K. W. Thornton, D. E. Ford, and D. L. Robey (includes Appendix A)  AD  A031  415  
MP  Y-76-6  Nov  1976  Highlights of Research on Overland Flow for Advanced Treatment of Wastewater, by C. R. Lee, P. G. Hunt, R. E. Hoeppel, C. A. Carlson, T. B. Delaney, Jr., and R. N. Gordon, Sr.  AD  A033 864  
MP  Y-76-7  Dec  1976  Predictive Analysis of Dissolved Oxygen in Dickey Lake, Maine, by K. W. Thornton (includes Appendix A)  AD  A033 819  
MP  Y-77-1  Jan 1977  The Northern Gulf Coast During the FarmdalJan Substage:A Search for Evidence, by R. T. Saucier  AD  A035  759  
MP  Y-77-2  May  1977  Preliminary Water-Quality Evaluation of a lower Pool Elevation for Proposed LaFarge Lake, Wisconsin, byD. E. Ford, K. W. Thornton, and D. L. Robey  AD  A040 822  
MP  Y-77-3  Jul  1977  Arcadia Lake Water-Quality Study, Summary 'Report, byR. W. Hall, Jr., R. L. Eley, and D. L. Robey  AD  A043  722  
MP  Y-77-4  Jul  1977  Preliminary Evaluation of Water Quality of Proposed Fountain Lake, Colorado, by R. W. Hall, Jr., and D. L. Robey (includes Appendix A)  AD  A043  434  
MP  Y-77-5  Nov  1977  The Role of Sewage Lagoons at Corps of Engineers Recreation Areas, by T. D. Hand and R. R•.Williams (includes Appendix A)  AD  A047 833  
MP  Y-78-1  Feb 1978  Preliminary Field Test of the Water Resources Assessment Methodology (WRAM); Tensas River, Louisiana, by S. E. Richardson, W. J. Hansen, R. C. Solomon, and J. C. Jones  AD  A050 833  
MP  Y-78-2  Jun 1978  Profile and Measurement of Social Well-Being Indicators for Use in the Evaluation of Water and Related Land  AD  A057  137  
Management Planning, by P. K. Guseman and K. T. Dietrich  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Environmental  Studies  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  Y-78-3  Jun 1978  Preliminary Evaluation of the Water Quality of Proposed Towanda Lake, Kansas (includes Appendix A)  AD  A057 074  

Number  Date  
TR  Y-74-1  Nov  1974  
TR Y-75-1  Nov  1975  
TR Y-75-2  Dec 1975  
TR  Y-76-1  May 1976  
TR  Y-76-2  
Aug 1976  
Jun 1977  
Aug  1976  
Jun 1977  
TR Y-77-1  Feb 1977  
TR Y-77-2  Apr 1977  
TR  Y-77-3  t4ay 1977  

ENVIRONMENTAL EFFECTS LABORATORY 
Environmental Studies 
Technical Reports 
Title 
Environmental Analysis and Assessment of the Mississippi River 9-Ft Channel Project Between St. Louis, Missouri, and Cairo, Illinois, by J. H. Johnson, R. C. Solomon, 
C. R. Bingham, B. K. Colbert, W. P. Emge, 0. B. Mathis, and R. W. Hall, Jr. 
Environmental Inventory and Assessment of Navigation Pools 24, 25, &26, Upper Mississippi and Lower Illinois Rivers; Summary Report, by R. C. Solomon, D. R. Parsons, 
D. A. Wright, B. K. Colbert, Cathy Ferris, and J. E. Scott 
Environmental Inventory and Assessment of Navigation 
Pools 24, 25, &26, Upper Mississippi and Lower Illinois 
Rivers; An Aquatic Analysis; Final Report, by B. K. 
Colbert, J. E. Scott, J. H. Johnson, and R. C. 
Solomon (includes Appendixes A-J) 

Effects of Tow Traffic on the Resuspension of Sedi
ments and on Dissolved Oxygen Concentrations in the 
Illinois and Upper Mississippi Rivers Under Normal 
Pool Conditions, by J. H. Johnson 

Data Evaluations and Recommendations for Comprehensive
Planning for the Yazoo River Basin, Mississippi: 

Volume I, 	by F. W. Suggitt, T. J. Wood, J. R. Clark, and P. R. Becker 
Errata Sheet No. 1 
Volume II, 	by C. R. Kolb, C. R. Bingham, B. K. Colbert, 
E. J. Clairain, Jr., J. R. Clark, Elray Nixon, S. E. Richardson, and F. W. Suggitt 
Errata Sheet No. 1 
Water Resources Assessment Methodology (WRAM) -
Impact Assessment and Alternative Evaluation, by 
R. C. Solomon, B. K. Colbert, W. J. Hansen, S. E. Richardson, L. W. Canter, and E. C. Vlachos (includes Appendixes A-D) 
Arcadia Lake \~ater-Quality Evaluation, by R. W. Hall, 
Jr., R. H. 	Plumb, Jr., K. W. Thornton, and others 
(includes Appendixes A-D) 
Water-Quality Evaluation of a Lower Pool Elevation for 
Proposed Arcadia Lake, Oklahoma, by K. W. Thornton, 
D. E. Ford, R. W. Hall, and others 
AD Number AD A031 041 
AD A017 865 
AD A021 750 
AD A025 617 
AD A029 360 
AD A029 391 
AD A036 677 
AD A039 492 AD A040 003 
ENVIRONMENTAL EFFECTS LABORATORY Environmenta~_§tudies  
Number-------- Date  Technical Title--------------- Reports  AD  Number  

TR  Y-77-4  Sep  1977  
TR  Y-77-5  Nov  1977  
TR  Y-78-1  Jan  1978  
TR  Y-78-2  Feb  1978  
TR  Y-78-3  Apr  1978  
TR  Y-78-4  Apr  1978  
TR  Y-78-5  May  1978  
TR  Y-78-6  Mav  1982  
TR  Y-78-7  r~ay  1982  
TR  Y-78-8  Hay  1982  
TR  Y-78-9  Feb  1984  
TR  Y-78-10  Aug  1978  
TR  Y-78-11  Aug  1978  

Laboratory and Pilot Plant Evaluation of Intermittent Loading on Small-Scale Extended Aeration Biological Systems, by J~ L. Mahlock, D. E~ Averett, and Marcia Headstream (includes Appendixes A-C) 
Investigation of Remote Water-Quality Monitoring Systems for Use with GOES or ERTS Water Data Transmitter, by A. W. Ford 
Evaluation of Ultraviolet/Ozone Treatment of Rocky Mountain Arsenal (RMA) Groundwater (Treatability Study), by R. E. Buhts, P. G. Malone, and D. ~~. Thompson 
Preliminary Guide to Wetlands of Peninsular Florida; Major Association and Communities Identified (includes Appendixes A-C) 
Preliminary Guide to Wetlands of Puerto Rico; Major Associations and Communities Identified (includes Appendixes A-C) 
Preliminary Guide to Wetlands of the West Coast States; Major Associations and Communities Identified (includes Appendix A-C) 
Preliminary Guide to Wetlands of the Gulf Coastal Plain; Major Associations and Communities Identified (includes Appendix A-C) 
Preliminary Guide to the Onsite Identification and Delineation of the r/etlands of the Interior United States (includes Appendix A) 
Preliminary Guide to the Onsite Identification and Delineation of the Wetlands of the South Atlantic United States, by R. T. Huffman, G. E. Tucker, 
J. w. Wooten, and others (includes Appendix A) 
Preliminary Guide to the Onsite Identification and Delineation of the r/etlands of the North Atlantic United States, by R. T. Huffman, G. E~ Tucker, 
J. w. Hooten, and others (includes Appendix A) 
Preliminary Guide to the Onsite Indentification and Delineation of the Wetlands of Alaska, by 
R. T. Huffman and G. E~ Tucker (includes Appendixes A-B) 
'1/ater Quality Evaluation of Proposed Trexler Lake, Jordon Creek, Pennsylvania, by D. E. Ford, K. w. Thornton, A. s~ Lessern, and Connie Stirgus (includes Appendixes A-D) 
Mechanisms That Regulate the Intensity of OxidationReduction in Anaerobic Sediments and Natural Water Systems, by J. ~1. Brannon, Douglas Gunnison, P. L. Butler, and Issac Smith, Jr. 
AD A050 751 
AD A047 795 
AD A052 339 
AD A054 191 
AD A055 114 
AD A055 106 
AD A055 705 
AD A117 874 
AD A 117 846 
AD A117 804 
AD A060 080 
AD A059 445 
ENVIRONMENTAL  EFFECTS LABORATORY  
Environmental Studies----- 
Contract  Reports  
Number  Date  Contractor and  Titl~ of Report  
COLORADO  STATE UNIVERSITY,  ENGINEERING RESEARCH  CENTER,  
Fort Collins  
CR  Y-74-2  Jul  1974  Geomorphology of the Middle Mississippi River, by  D~  B~  AD  783 424  
Simons,  s.  A~ Schumm,  and  M~ A.  Stevens  
CR  Y-75-3  Jul  1975  Environmental  Inventory and  Assessment of Navigation  AD  A012 845  
Pools 24,  25, and  26, Upper Mississippi and  Lower  
Illinois Rivers; A Geomorphic Study, by  D~  B~  Simons,  
s.  A~ Schumm,  M.  A.  Stevens,  Y. H. Chen,  and  P. F.  
Lagasse (includes Appendixes A-B)  
MISSOURI  BOTANICAL GARDEN,  St. Louis  
CR  Y-75-1  Apr  1975  Environmental  Inventory and  Assessment of Navigation  AD  A009  065  
Pools 24, 25,  and  26, Upper Mississippi and  Lower  
Illinois Rivers;  A Vegetational Study, by W~ M~ Klein,  
R. H. Daley,  and  Joanne Wedum  (includes Appendixes A-C)  
MISSOURI  DEPARTMENT OF  CONSERVATION,  Jefferson City  
CR  Y-74-1  Mar  1974  Evaluation of Three Side  Channels and the  Main  Channel  AD  786 142  
Border of the Hiddle Mississippi  River  as  Fish Habitat,  
by  D~  v.  Ragland  
RIVER  RESEARCH  LABORATORY,  ILLINOIS  NATURAL  HISTORY  
SURVEY,  Havana,  Illinois  
CR  Y-75-4  Dec  1975  Environmental  Inventory and  Assessment of Navigation  AD  A020  069  
Pools 24,  25, and  26, Upper Mississippi and  Lower  
Illinois Rivers;  An  Electrofishing Survey of the  
Illinois River, by R.  E~ Sparks  
SOUTHERN  ILLINOIS  UNIVERSITY,  COOPERATIVE  WILDLIFE  
RESEARCH  LABORATORY,  Carbondale  
CR  Y-74-3  Aug  1974  A Survey of the Fauna and  Flora Occurring  in  the  
Mississippi  River  Floodplain  Between  St. Louis,  Missouri,  
and  Cairo, Illinois, by: V~ A~  Terpening,  L. J~  Hunt,  D~  K~  
Evans,  s. J. Bleiweiss,  and  R~ c.  Zoanetti  

Number Date 
CR Y-75-2 Apr 1975 
CR Y-74-4 Aug 1974 
CR Y-77-1 Jun 1977 
ENVIRON14ENTAL EFFECTS LABORATORY 
Environmental Studies 
Contract Reports 
Contractor and Title of Report 
SOUTHERN ILLINOIS UNIVERSITY, COOPERATIVE WILDLIFE RESEARCH LABORATORY, Carbondale (Cant) 
Environmental Inventory and Assessment of Navigation Pools 24, 25, & 26, Upper ~1ississippi and Lower Illinois Rivers; Floodplain Animals and Their Habitats, by V. A. Terpening, J. R. Nawrot, ~1. J. Sweet, and D. L. Oamrau (includes Appendixes A-H) 
SOUTHERN ILLINOIS UNIVERSITY, FISHERIES RESEARCH LABORATORY, Carbondale 
Study of Importance of Backwater Chutes to a Riverine Fishery, by H. L. Schramm, Jr., and W. M. Lewis 
U. S. DEPARTMENT OF THE INTERIOR, FISH AND WILDLIFE SERVICE, Fayetteville, Arkansas 
The Development of Fishery Compartments and PopulationRate Coefficients for Use in Reservoir Ecosystem ~1odeling, by G. R. Leidy and R. M. Jenkins (includesAppendixes A-0) 
AD Number 
AD A009 781 
AD 786 544 
AD A044 550 
E-36  
ENVIRONMENTAL EFFECTS LABORATORY Environmental and Water Quality Operational  Studies  
Number IEB E-78-1 throughIEB E-78-5  Date Mar 1978 throughDec 1978  Information Exchange Bulletins Title Environmental &Water Quality Operational  Studies (EWQOS)  AD  Number  

ENVIRONMENTAL  EFFECTS  LABORATORY  
Reservoirs and Waterways  
Technical  Reports  
Number  Date  Title  AD Number  
TR  E-78-1  Jul  1978  Identification and Assessment of Environmental Quality Problems and Research Program Development, by J. W. Keeley, J. L. Mahloch, J. W. Barko, Douglas Gunnison, and J. 0. Westhoff  AD  A060  729  

E-38  
ENVIRONMENTAL  EFFECTS LABORATORY  
Recreation Research Program  
Information Exchange Bulletins  
Number  Date  Title  AD  Number  
IEB  R-77-1  Oct 1977  Recnotes  
IEB R-78-1  Jan 1978  Recnotes  
through IEB R-78-3  through Oct 1978  

Number  Date  
TR  R-78-1  Oct 1978  
TR  R-78-2  Oct 1978  

ENVIRON~1ENTAL EFFECTS LABORATORY Recreation Research Program  
Technical Reports Title r~odeling Recreation Use in Water-Related Parks, by R. E. Coughlin, David Berry, and Pat Cohen (includesAppendixes A-C) Development of Improved Decision-Oriented Recreation User Information System, by R. M. Mischon and R. C. Wyatt (includes Appendixes A-B)  AD AD AD  Number A071 898 A062 795  


HYDRAULICS LABORATORY 


No.  Date-------Jun 1938  
2 3  Oct Dec  1938 1933  
2 2 2  2 3  Feb Apr Jul  1939 1939 1939  
2  4  Aug  1939  
3 3  Feb Jun  1940 1940  

HYDRAULICS LABORATORY 
Bulletins 
Hyd.!:.<:!:l]_i_<:__§_erie.}! 
_129E_t_~!:~~-------·--------------------------------
Hydraulic Research Center; Increasing the Capacity of Pipe Lines Transporting Solids; Manning's "n" for Urban Areas; Ohio Ri. ver Probleoil Analyzed by Model; The Mayersville Sediment Survey; Permeability of Model Jetties 
The u. s. Waterways Experiment Station; Model Analysis of a Mississippi River Problem; Velocity Comparison Between Hodel and Prototype; Thijsse on Wind Effects; Shoaling in Galveston Bay Investigated by Model 
t4atthes on Roughness Coefficients; Di sct~arges Through and Over Chanoine Wicket Darns; Definition of Model Verification; Demonstration Based on Model Results; Model Analysis of a Spillway; Effects of Wave Action AtteMpting to Simulate Natural Phenomena 
Rifling in Dredge Pipe Lines; Spoil Areas Determined from Model; Model Analysis of an Entrance to a Harbor; Model Roughness; 3chrontz on Wind Effects; Progress of Galveston Bay Hodel Study 
Structure Studies; Hi ver Navigation Studies; River Flood Control Studies; Tidal Studies; Research Studies 
Model Study of an Outer Bar; Marked Tree Siphon; Development of a Delta; Mississippi River Channel Changes; Elements of a Movable Bed f4odel; Backwater Effects of Bridges; Model Study of Channel Improvements; i'lodel-Prototy;;e Confirmations; Jibliography 'Jn Locks; Model Appurtenances; Establishment of Research Centers' Motion Picture Library 
Description of Recently Accomplished Model Studies Pertaini.ng to S!Jillways and Outlet Structures; Studies for the Muskingum Watershed ProJect; Scale Effects in Spillway Models; Erosion Below Stilling Basins; Confirmation of Model Indications; Jaenichen on Sid~-Channel Spillways; Informal Study of a Spillwav Sectir.;n; Pressures Below At1nospheric 
Model Confirm~tion --Grand Tower, Mississip!Ji River; Spray-Wall Pressures; Model Ap!Jurtenances; Measurement of Littoral Currents; Model Study of Similitude of ~iave Action 
Model and Prototype Comparison; Model Study of PowerTunnel Transitions; Model Appurtenances and Devices; t-'leasurement of Dredge Product ion; Automatic r~easurement of \~aves 
AD Number 
Vol. 4 
5 
Number 28 31 
32 
37 
Date May 1941 
Oct 1942 
Date Mar 1947 Apr 1948 
Jun 1948 
Jun 1951 
HYDRAULICS  LABORATORY  
Bulletins Hydraulic Series Contents Principles of Similitude for Wave Action; Wave Action Problems; Model Study Procedure; Solutions of Wave Action Problems; Wave Model Appurtenances Mississippi River Flood-Control Model  AD  Number  
Combined Series Title Practical Application of Experimental Hydraulics Empirical Verification of Transference Equations in Laboratory Study :of Breakwater Stabi 1 i ty Laboratory Research Applied to the Hydraulic Design of Large Dams Hydraulic Models as an Aid to the Development of DesignCriteria  AD AD  Number A950 072  

Number  Date  
1-17  Jan 1952  
to date  

HYDRAULICS  LABORATORY  
Hydraulic Design Criteria Contents Hydraulic design guides related to the design of facilities for spillways, outlet works, gates and valves, navigation locks and dams, artificial channels, riprap protection and storm drain outlets. Over 240 design charts with explanation sheets and example problems comprise a two-volume set. ($10.00 per set)  AD AD AD  Number A092 237 A092 238  

Number  Date  
IR H-77-1  Sep 1977  
IR H-78-1  Aug  1978  

Instruction Reports  
Title  AD  Number  
Guidelines for Monitoring and Reporting Demonstration Projects; Section 32 Program, Streambank Erosion Control Evaluation and Demonstration Act of 1974, by E. B. Pickett and B. J. Brown  AD  A046 397  
Guidelines for the Design, Adjustment and Operationof Models for the Study of River Sedimentation Problems, by J. J. Franco (includes Appendixes A-C)  AD A061 386  

HYDRAULICS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

MP  2-1  r~ar  1952  Correlation of Model Siphon, Arkansas  and Prototype Data, Marked Tree  
MP  2-13  Jul  1952  Proposed Alternate Levee Plans for the Miller City Area, Illinois; Model Investigation  
MP  2-31  May 1953  Pressure and Air Demand Tests in Flood-Control Denison Dam, Red River, Oklahoma and Texas  Conduit,  
MP  2-35  Sep 1953  Flume  Investigation of Prototype Revetment  
MP  2-65  Aug  1949  Theory of Wind Tides  
r~P  2-75  Feb 1954  Vibration, Pressure and Air-Demand Tests in Flood AD  756 320  
Control  Sluice, Pine Flat Dam, Kings River, California  
MP  2-77  Feb 1954  Pressure Cell  Tests, Bull  Shoals  nam  Stilling Basin  AD  757 390  
MP  2-97  r~ar  1952  Analysis of Model Design Criteria  and Prototype Data for Hydraulic  
MP  2-114  Jan 1955  Proposed Access Channel to Delaware City, Delaware; Delaware River Model Tests  
MP  2-115  Jan 1955  Potential Station  Use of Radioisotopes by Waterways Experiment  
MP  2-125  May 1955  Effects of Circulation of Cooling Water on Temperature at Intake of Proposed Delaware City Plant; Delaware  
River Model  Tests  
MP  2-133  Jun 1955  An Investigation of the Adaptability of Electronic Computers to Haterways Experiment Station Projects  
MP  2-139  Jul  1955  Facilities for Wave Research Station  at Waterways Experiment  
MP  2-143  Sep 1955  Report of Model Bank Locations  Study, Old River Outlet Channel, Spoil  
~1P 2-146  Nov  1955  Prototype Tests of Filling and Emptying Systems, McNary Dam Lock, Washington, October 1955  
MP  2-149  Jun 1952  t1emorandum on Flood-Control  Hydraulic Friction Factors for Concrete Conduits and Tunnels  
MP  2-153  Feb 1949  Interim Report on Pilot Model Study of Southwest Pass, Mississippi River (Reprinted Apr 1956)  
MP  2-154  t1ar 1956  Cavitation at Baffle Piers  
MP  2-155  Feb 1956  Comments on the Shoaling Problem in Southwest Pass, Mississippi River  

HYDRAULICS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

MP  2-156  Sep 1955  Instrumentation for Hydraulic Research (r1odel Prototype)  and  
MP  2-160  Mar 1956  The Effect of Artificial  Stimulation of the Turbulent  
Boundary Layer in Rectangular Conduits  
MP  2-164  Apr 1956  Report on Attendance at Sixth Congress of International Association for Hydraulic Research, The Hague, Netherlands, 30 August-6 September 1955, and Visits to Hydraulic Laboratories in France and England  
MP  2-171  Apr 1956  Stability of Crescent· City Harbor Breakwater, Crescent City, California  
MP  2-204  Mar 1957  Laboratory Investigations of Outlet Works  
r1P  2-206  r1ar 1957  Hydraulic Laboratory Investigations of Spillways  
MP  2-222  May 1957  DuPont Plants Effluent Dispersion in Delaware River; Hydraulic Model Investigation  AD  706 216  
1·1P  2-224  Jun 1957  Laboratory Investigatio~ of Rubble-Mound Breakwaters  
MP  2-229  Jun 1957  Model  Studies of Remedial  Works  for Niagara Falls  
MP  2-234  Aug  1957  Field Investigations of Spillways and Outlet ~Jorks  
MP  2-239  Oct 1957  Report on Attendance at Seventh Congress of IAHR, Lisbon, Portugal, and Visits to Hydraulic Laboratories in Europe and England  
r·1P  2-242  Nov  1957  Papers  on  Wave Model  Laboratory Apparatus  
MP  2-264  Apr 1958  Spillway for McGee Bend Dam, Angelina River, Texas; Hydraulic r1odel Investigation  
MP  2-265  Apr 1958  Velocity Forces  on  Submerged Rocks  
MP  2-266  Apr 1958  Prototype Spillway Crest Pressures, Chief Joseph Dam, Columbia River, Washington  
MP  2-275  Jun 1958  11odel-Prototype Confinnation, Chain of Rocks Canal, Mississippi River  
MP  2-276  Jul  1958  Protective Cover Layers for Rubble-r1ound Breakwaters; Studies Completed Through March 1957  
MP  2-283  Aug  1958  The Value of Prototype Tests to Hydraulic Design  
MP  2-291  Oct 1958  Index to Hydraulic Articles,  Civil  Engineering, 1930-1955  AD  756 293  
1·1P  2-293  Nov  1958  Outlet Works Stilling Basin, East Barre Dam, Winooski River, Vermont; Hydraulic 11odel Investigation  

HYDRAULICS LABORATORY 

Miscellaneous Papers 
Number Date Title All Number 

MP  2-296  Jan 1959  Design of Tribar and Tetrapod Cover Layers for RubbleMound Breakwaters  
MP  2-299  Dec 1958  Prototype Confirmation of Model Investigation, Charleston Harbor, South Carolina; First Interim Report  
MP  2-320  Feb 1959  Considerations of Various Factors Entering Into the Evaluation of Intake Losses from Experimental Measurements  
MP  2-331  Mar 1959  Distribution of Ungaged Flows for 1949, 1950, and 1951 Floods, Van Buren-to-Little Rock Reach, Arkansas River and Tributaries  
MP  2-332  Contamination Dispersion in Estuaries:  
Apr 1959  Report 1  Delaware River; Hydraulic Model  Investigation  
Apr 1959  Report 2  Narragansett Bay; Hydraulic Model  Investigation  
Jan 1961  Report 3  New York Harbor; Hydraulic t~odel  Investigation  
Aug  1962  Report 4  San Francisco Bay; Hydraulic r~odel  Investigation  
MP  2-337  Apr 1959  Effect of PAStlY Intake Structure, Niagara River; Hydraulic Model Investigation  
MP  2-340  May 1959  A Quarter-Century Assessment of Experimental in Hydraulics  Prediction  
MP  2-349  Jul  1959  Summary of Best Plans for Reducing Shoaling, Southwest Pass, Mississippi River; Hydraulic Model Investigation  
MP  2-358  Sep 1959  Effects of Salt-Water Barriers Across the Delaware River; Preliminary Hydraulic Model Investigation  
MP  2-372  Jan 1960  Design of Quadripod Cover Layers for Rubble-Mound Breakwaters; Hydraulic Laboratory Investigation  AD  762 185  
MP  2-377  Feb 1960  Designs for Rubble-Mound Breakwater Repairs, Nawiliwili Harbor, Nawiliwili, Hawaii; Hydraulic Model Investigation  AD  762 184  
MP  2-381  Feb 1960  Navigation Model  Studies of New Ohio River Locks  
MP  2-401  Jun 1960  Report on Attendance at International Organization for Standards Meeting, Paris, France, and Visits to Hydraulic Laboratories in Europe and England  AD  762 182  
MP  2-403  Jul  1960  Everett Dam Spillway and Discharge Channel, Piscataquog River, New Hampshire; Hydraulic t1odel Investigation  AD  762 183  
MP  2-406  Jul  1960  Fixed-Bed River t~odels  AD  762 187  
MP  2-407  Aug  1960  Cooling Water Canal Tests  Shoaling Study, Delaware River t1odel  

HYDRAULICS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
t·1P  2-413  Jan 1961  Channel Improvements, Canacadea Creek, Hornell, New York; Hydraulic Model Investigation  AD  756 309  
MP  2-414  Dec  1960  Vibration Problems  in Hydraulic Structures  AD  762 186  
MP  2-417  Mar 1961  Construction and Performance of the Grouted Cutoff,  AD  762 834  
Rocky Reach Hydroelectric Project  
MP  2-434  Jun  1961  Report on Attendance at International Organization for Standardization Meeting, New Delhi, India, and Visits to Indian Hydraulic Laboratories  AD  763 054  
MP  2-453  Sep 1961  Wave  Forces  on  Rubble-t1ound Breakwaters and Jetties  AD  763 053  
MP  2-464  Dec 1961  Exchange Visit of U. S. Hydraulic Laboratory Directors to USSR, September 1961  AD  763 055  
MP  2-465  Jan 1962  Design of Riprap Cover Layers for Railroad Relocation Fills, Ice Harbor and John Day Lock and Dam Projects; Hydraulic Model Investigation  AD  748 163  
MP  2-468  Dec 1961  Swellhead Effect of Navigation Structures  AD  748 821  
MP  2-472  Nov  1965  Radioactive Sediment Tracer Tests Near the North and  AD  748 815  
South Jetties; Galveston Harbor Entrance, by L. Ingram, R. S. Cummins, and H. B. Simmons  F.  
MP  2-484  Apr 1962  Fluctuation of Control  Gates  AD  748 950  
MP  2-485  May 1962  Problems Created by Cavitation Phenomena  AD  748 951  
MP  2-496  Jun 1962  Types of Flow in Open Channels  AD  748 952  
MP  2-502  Jun 1962  Seiches and Currents in Duluth-Superior Harbor, June-November 1958; Analytical Investigation  AD  748 817  
MP  2-522  Sep 1962  Report on Ninth Congress of International Association for Hydraulic Research, Dubrovnik, Yugoslavia, 3-7 September 1961, and Conference Excursion  AD  748 818  
MP  2-536  Oct 1962  Energy Dissipator, Mississinewa Dam Outlet Conduit, Mississinewa River, Indiana; Hydraulic t1odel Investigation  AD  748 953  
MP  2-541  tlov  1962  Contribution of t1atagorda Bay Model to Design of t1atagorda Bay Deep Draft Navigation Project  AD  748 954  
MP  2-543  Nov  1962  Technical  Assistance to  the Government of Colombia,  
Department of Public \4orks, a Hydraulic Laboratory  on  Equipping and Operating  
MP  2-552  Jan 1963  Riprap Requirements for Overflow Embankments  AD  733 949  

HYDRAULICS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  tlumber  
~1P  2-558  Feb 1963  Pollution Studies for Interstate Sanitation Commission, New York Harbor f4odel; Hydraulic Model Investigation  AD  733 746  
~1P  2-560  Mar 1963  Estimate of Wave Action Conditions and Selection of  AD  735 692  
Optimum Plan for Proposed Harbor of Refuge, Kelleys Island, Ohio; Analytical Investigation  
MP  2-563  Mar 1963  Model  and Prototype Observations of Gate Oscillations  AD  733 950  
MP  2-564  Mar 1963  The Use of Radioisotopes  in Sediment Transport Studies  AD  733 951  
MP  2-578  May 1963  Visits to Hydraulic Laboratories in England and France, March 1963  AD  733 774  
~1P  2-587  Jul  1963  Turbulent Boundary Layer Development  on  Spillways  AD  733 952  
MP  2-590  Jun 1963  Demonstration of the Electric Analog Model of the Kansas River at the University of California in Berkeley  AD  733 953  
MP  2-597  Aug  1963  Meltwater Gaging Program, Project No. Tuto Area, Greenland  1, Approach Roads,  AD  733 954  
MP  2-601  Sep 1963  Nonuniform Flow Functions, Circular Section  AD  733 866  
MP  2-606  Oct 1963  Discharge Rating Curves Spillway Crests  for Vertical  Lift Gates  on  AD  733 955  
MP  2-607  Oct 1963  Review and Evaluation of Hydraulic Problems at the Hydraulic Research and Experimental Station, Delta Barrage, United Arab Republic  AD  733 956  
r1P  2-622  Feb 1964  Emergency Gate Performance, McAlpine Lock, Kentucky; Hydraulic Prototype Tests  Ohio River,  AD  733 868  
MP  2-625  Feb 1964  An Investigation of Spillway Bucket and Toe Curve Pressures  AD  734 089  
t~P  2-633  Mar 1964  Pollution Studies, Savannah Harbor; Hydraulic Model Investigation ·  AD  734 090  
f-1P  2-641  Apr  1964  Effects of Proposed Runway Extensions at La Guardia Airport on Tides, Currents, Shoaling, and Dye Dispersion; Hydraulic Model Investigation  AD  734 091  
t~P  2-642  Apr 1964  A Study of Spillway Energy Losses During Development of the Turbulent Boundary Layer  AD  733 843  
~1P  2-648  May 1964  Twin-Log Floating ~reakwater, Small-Boat Basin No. Juneau, Alaska; Hydraulic f1odel Investigation  2,  AD  733 845  
MP  2-649  May 1964  Radioactive Sediment Tracer Tests, Cape Fear River, North Carol ina  AD  733 846  

HYDRAULICS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  2-699  Jan 1965  Friction Factors for Hydraulic Design of Corrugated Metal Pipe, by J. L. Grace  AD  734 092  
MP  2-721  Apr 1965  Discharge Characteristics of Hurricane Barrier, East Passage, Narragansett Bay, Rhode Island; Hydraulic Model Investigation, by G. A. Pickering and J. L. Grace  AD  733 847  
MP  2-723  Jun 1965  Effects of Proposed Dikes and Sediment Traps on Shoaling and Currents in Tidewater's Delaware City Channels; Hydraulic f·1odel Investigation, by W. H. Bobb  AD  734 093  
t1P  2-734  Jul  1965  Report on Attendance, International Standards Organization Technical Committee Meeting, London, 1965, and Hydraulics Laboratory Visits, by F. B. Campbell  AD  734 094  
t·1P  2-765  Dec  1965  Model Tests of Enlarged Navigation Channel at Miller Sands Bar, Columbia River Estuary, by F. A. Herrmann  AD  734 095  
MP  2-774  Dec 1965  Frequency Spectrum Analysis of the Old River Control Structure Vibration, by R. A. Yates  AD  734 096  
MP  2-777  Feb 1966  Hydraulic Design of Rock  Riprap, by F.  B. Campbell  AD  734 097  
MP  2-794  Feb 1966  Lock Culvert Outlet Basins; Hydraulic Model gation, by J. H. Ables and M. B. Boyd  Investi AD  733 848  
MP  2-797  Feb 1966  Plans for Protection of Paulsboro Refinery Docking Area from Tidal Currents; Hydraulic Model Investigation, by ~J. H. Bobb  AD  734 098  
~1P  2-799  t1ar 1966  Stability Tests of Proposed Rubble-Hound Breakwaters, Nassau Harbor, Bahamas; Hydraulic Model Investigation, by R. Y. Hudson and R. A. Jackson  AD  734 099  
MP  2-812  Apr 1966  Flushing Studies, Victoria Channel. Victoria, Texas; Hydraulic 14odel Investigation, by R. A. Boland  AD  734 100  
~1P  2-821  r~ay 1966  Adequacy of Submerged Rock Weirs to Withstand Propeller Wash, St. Clair River, Michigan; Hydraulic Model Investigation, by J. L. Grace  AD  733 871  
MP  2-841  Aug  1966  Designs for Rubble-t1ound Breakwater, Noyo Harbor, California; Hydraulic Model Investigation, by R. A.  AD  733 849  
Jackson  
MP  2-843  Sep 1966  Status Report on F. A. Hermann  the Gastineau Channel  t-1odel  Study, by  AD  734 101  
MP  2-848  Oct 1966  A t1omentum Approach J. W. Patterson  to Open Channel  Transitions.  by  AD  735 776  
t1P  2-857  Nov  1966  Prototype Performance and t1odel-Prototype Relationship, by F. B. Campbell and E. B. Pickett  AD  735 850  

HYDRAULICS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  2-860  Nov  1966  Laboratory Research on Design of Dikes lation, by J. J. Franco  for River Regu AD  735 846  
MP  2-876  Feb 1967  Stilling Basin, Huntington Reservoir Spillway, Wabash River, Indiana; Hydraulic ~1odel Investigation, by E. S. r1elsheimer and T. E. Murphy  AD  735 843  
MP  2-883  Apr 1967  A Review of the Experimental Data Relative to the Pilot Model Study for the Design of Hilo Harbor Tsunami Model,by G. H. Keulegan  AD  735 844  
MP  2-887  Mar 1967  Results of Hydraulic and Shoaling Studies in Marcus Hook-Schuylkill Reach of Delaware River; Hydraulic Model Investigation, by W. H. Bobb  AD  735 777  
MP  2-912  Sep 1966  Effects of a Proposed 35-Foot Channel to Richmond Currents and Salinities Over the Seed Oyster Beds James River; Hydraulic Medel Investigation, by W. Bobb, N. J. Brogdon, and H. B. Simmons  on in H.  AD  735 849  
MP  2-951  Dec  1967  Dye Dispersion Patterns for Three Outfall Locations for the Warwick River Sewage Treatment Plant; Hydraulic14odel Investigation, by l~. H. Bobb and N. J. Brogdon  AD  735 778  
MP  2-952  Dec  1967  Effects of Arthur Kill-Kill Van Kull Channel Deepening on Tides, Currents and Shoaling; Hydraulic Model Investigation, by \~. H. Bobb  AD  735 688  
MP  2-953  Dec 1967  Effects of Removal  of Shooters Island and Shore 14odifi AD  735 779  
cations on Tides, Currents, and Shoaling in Channels; Hydraulic Model Investigation, by  the Kill l~. H. Bobb  
MP  2-988  Apr 1968  Pressure Tests in Flood-Control Conduits, Summersville Dam, Gauley River, West Virginia, by E. D. Hart  AD  735 767  
MP  H-68-1  Jun 1968  Riprap Protection for Subimpoundment Dams, Rend Lake Reservoir, Illinois; Hydraulic 11odel Investigation, byN. R. Oswalt  AD  724 532  
MP  H-68-2  Sep 1968  Entrance Loss and Boundary Development in Smooth-and Rough-Walled Rectangular Conduits, by G. H. Keulegan  AD  724 533  
MP  H-68-3  Sep 1968  Head Losses Y. H. Chu  in Subcritical  Flm~ Channel  Transitions, by  AD  724 534  
MP  H-68-4  Oct 1968  Evaporation from Lake and Land Pans at the U. S. ArmyEngineer Waterways Experiment Station, January 1941 through December 1945, by R. G. Cox  AD  724 535  
MP  H-68-5  Dec  1968  Boundary Effects of Uniform Size Roughness Elements in Two-Dimensional Flow in Open Channels, by B. J. Brown and Y. H. Chu  AD  723 984  

HYDRAULICS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  H-69-1  Jan 1969  Trends in Baffled, Hydraulic Jump, Stilling Basin Designs of the Corps of Engineers Since 1947, by D. R. Basco  AD  724 536  
MP  H-69-2  Mar 1969  Radioactive Sediment Tracer Tests, Houston Ship Channel, Houston, Texas, by E. D. Hart  AD  724 068  
MP  H-69-3  Jun 1969  Characteristic Pressure Distribution in Conduit Inlets  AD  724 537  
of Earth Dam Flood Control  Outlet Works, by Y.  H. Chu  
MP  H-69-4  Apr 1969  A Note  on  Channel  Junction Design, by G.  H. Keulegan  AD  724 538.  
MP  H-69-5  May 1969  Hydraulic Characteristics of Nuclear Excavated Channels, by R. A. Sager, E. C. ~1cNair, and G. H. Keulegan  AD  687 371  
MP  H-69-6  May 1969  Canal  Density Currents, by R.  A. Sager  AD  687 372  
MP  H-69-7  Apr 1969  Effects of Temporary and Permanent Blankets and Currents in East River; Hydraulic Model gation, by W. H. Bobb and T. C. Hill  on Tides Investi- AD  724 539  
MP  H-69-8  Sep 1969  Characteristic Pressure Distribution in Outlet Works Inlets, by R. G. Cox and Y. H. Chu  AD  725 426  
MP  H-69-9  Sep 1969  The Quasi-Permanent Regime of Rivers and the Prediction of Floods, by G. H. Keulegan and G. W. Patterson  AD  725 427  
MP  H-69-10  Sep 1969  An Analytical Model to Predict Ship Transit Capacities of Sea-Level Canals, by John Harrison, H. B. Simmons, B. G. Stinson, and F. M. Anklam  AD  728 096  
MP  H-69-11  Sep 1969  Stability and Transmission Tests of Tribar Breakwater Section Proposed for Monterey Harbor, California; Hydraulic Model Investigation, by D. n. Davidson  AD  728 097  
MP  H-69-12  Dec  1969  A Statistical Model to Predict the Transit Capacity of Sea-Level Canals, by R. G. Stinson, J. W. Brown, and John Harrison  AD  725 428  
MP  H-69-13  Dec 1969  Effects of Proposed Elizabeth River Dike on Tides, Currents, Salinities, and Shoaling; Hydraulic Model Investigation, by R. A. Boland and W. H. Bobb  AD  728 098  
MP  H-70-1  Investigation of Proposed Dike SystemsRiver:  on  the ~1ississippi  
Apr 1970  Report 1  Baleshed-Ajax Bar Reach; Hydraulic t1odel Investigation, by J. J. Franco, T. J. Pokrefke, and J. E. Glover  
Apr 1981  Report 2  New Madrid Bar Reach; Hydraulic ~1odel Investigation, by T. J. Pokrefke, Jr., and J. J. Franco  AD AlOl 529  

HYDRAULICS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

MP H-70-2 
MP H-70-.3 
MP H-70-4 
MP H-70-5 
MP H-70-6 
MP H-70-7 
MP H-71-1 MP H-71-2 MP H-71-3 MP H-71-4 ~1P H-71-5 MP H-71-6 t~P H-71-7 
MP H-71-8 
MP H-71-9 t1P H-71-10 MP H-72-1 
Apr 1~70 Jun ,1970 May.l970 
May 1970 May 1970 
Jun 1970 
Jan 1971 Jan 1971 Jan 1971 Feb 1971 ~~a r 1971 Apr 1971 Apr 1971 
Jun 1971 
Aug 1971 Sep 1971 Apr 1972 
Insights Gained from River Sedimentation Models, by
J. J. Franco 
Tidal Prism Measurements at Mouth of Columbia River; 
Hydraulic Model Investigation, by F. A•. Herrmann 
An Experimental Study of Drag Force and Other Perform
ance Criteria of Baffle Blocks in Hydraulic Jumps, by
D. R. ·Basco 
Capabilities of Hydraulic Models, by E. P. Fortson 
Boundary Effects of Graded Roughness Elements in Two
Dimensional Flow in Open Channels, by B. J. Brown 
Review and Evaluation of Work Performed by Stevens .Institute of Technology for the Atlantic-Pacific Inter
oceanic Canal Study Commission, by John Harrison 
Salamonie Dam Flip Bucket Prototype Tests, Salamonie 
River, Indiana, by D. F. Bastian 
Hydraulic Models for the Solution of River Training 
Problems, by J. E. Glover 
Development of Alluvial Streams for Navigation, by 
J •. J •. franco 
Calcasieu Saltw.ater Barrier Prototype Sector Gate 
Tests, by D. F. Bastian 
I' , I 
Control of Scour at Hydraulic Structures, by T. E. 
Mur:phy 
Predicting Construction Effects by Tidal Modeling, by_H. B. Simmons, John Harrison, and C. J. Huval 
Prototype Observations of Snettisham Project Diversion 
Tunnel,, Long Lake, Alaska, by T. E. Munsey and F. M. 
Neil son .· 
Random-Length Pipe Mobile Breakwater for Expedient 
t1ilitary Cargo Docking and Unloading Facility, by
C. E. Chatham 
Lock and Dam No. 4 Cofferdam Diversion Study, Arkansas River; ~ydr~ulic Model InvestigatJon, by J. J. Franco 
Guide for the Use of Hourly Tidal Data Plotting Program,by. L. l~ Daggett 
Phydcal t1odel Studies 1 of Propos.ed Hurricane Surge 
Protection Schemes, by N. J. Brogdon and F. A. Herrmann 
AD 756 152 
AD 756 156 
AD 757 389 
Number 
MP H-72-2 
MP H-72-3 
MP H-72-4 MP H-72-5 
~1P H-72-6 
MP H-72-7 t4P H-72-8 
t1P H-72-9 MP H-72-10 
MP H-73-1 MP H-73-2 
MP H-73-3 
MP H-73-4 MP H-73-5 MP H-73-6 Date Mar 1972 
Apr 1972 
Apr 1972 May 1972 
Jun 1972 Jun 1972 ,Jun 1972 
Jun 1972 
Aug 1972 Aug 1972 
Jan 1973 Feb 1973 
Jun 1973 
Jun 1973 Dec 1973 Jun 1973 
HYDRAULICS LABORATORY 
Miscellaneous Papers 
Title 
Summary Report; Model Studies of Shrewsbury Inlet, by
E. C. McNair and T. C. Hill 
Evaluation of Coastal Zone Management Plans Through
Model Techniques, by R. W. Whalin and F. A. Herrmann 
Estuaries, by F. A. Herrmann 
Practical Guidance for Estimating and ControllingErosion at Culvert Outlets, by B. P. Fletcher and 
J. L. Grace 
Hydrological Research, U. S. Army Engineer Waterways
Experiment Station Lake Watershed, 1939-1946, by E. B. Lipscomb and E. E. Moorhead: 
Volume I 
Volume II 
Pertinent Data on Spillway Tainter Gates for Corps of 
Engineers Projects, by R. G. Cox 
Effects of Proposed Extension of Craney Island Dis
posal Area on Tides, Currents, and Salinities;Hydraulic t1odel Investigation, by R. A. Boland 
Sea-Land Navigation Studies; Hydraulic Model Investigation, by H. H. Bobb 
Effects of Proposed Dock Expansion at Newport News on Tides, Currents, and Shoaling; Hydraulic Model Investigation, by R. A. Boland 
Resistance Losses in Noncircular Flood Control Conduits and Sluices, by R. G. Cox 
Effective Hydraulic Roughness for Channels Having Bed Roughness Different from Bank Roughness; A State-of-theArt Report, by R. G. Cox 
Flood Routing Procedure for the Lower Ohio River, by
B. H. Johnson and P. K. Senter 
Spilh1ay Hater-Surface Profiles, by R. G. Cox 
Spil h1ay Crest Design, by T. E. Murphy 
Drainage and Erosion Control Facilities; Field Performance Investigation, by J. L. Grace, Jr., C. C. Calhoun, Jr., and D. N. Brown 
AD Number 
AD 743 461 
AD 745 883 
AD 756 157 
AD 755 821 
AD 757 138 

AD 762 128 AD 774 802 AD 762 537 
Number ~1P H-73-7 
MP H-73-8 MP H-74-1 MP H-74-2 
MP H-74-3 ~1P H-74-4 
* 
MP H-74-5 

* 
MP H-74-6 


MP H-.74-7 t1P H-74-8 
MP H-74-9 
MP H-74-10 

MP H-74-11 

MP H-75-1 
MP .~~75-2 

MP H-75-4 
Date Aug 1973 Sep 1973 Jan 1974 Jan 1974 t1ar 1974 
Mar 1974 May 1974 May 1974 
Aug .1974 . Aug 1974 
Aug 1974 Sep 1974 Dec 1974 
Jan 1975 Apr 1975 May 1975 
HYDRAULICS LABORATORY 
Miscellaneous Papers 
Title AD Number 
Cellular-Block-Lined Grade Control Structure; Hydraulic AD 766 692 
~1odel Investigation, by B. P. Fletcher and J. L. 
Grace, Jr. 

Hulci.h Dam' Emergency Bulkhead Prototype Closure Tests, AD 767 235 
by W. C. Blanton, J. E. Hall, and D. F. Bastian 

Similitude Conditions in Free-Surface Vortex Formations, AD 775 405 
by L. L. Daggett and G. H. Keulegan 

Concrete Armor Units for Protection Against Wave Attack; AD 774 800 
Report of Ad Hoc Committee on Artificial Armor Units for 
Coastal Structures, edited by R. Y. Hudson 

ANote on the Gravity Head Viscometer, by G. H. Keulegan
and L. L. naggett 

Analysis of Tow Entry, Locking, and Exit Times at Lock 
and Dam 51, Ohio River, by L. L. naggett, R. W. McCarley,
and J. E. Stinehour 

WATSIM IV Logic Manual, by L. L. 11aggett and J. A. Eiland AD 920 Ol2L 
Determination of Summary Statistics of Lock Peformance AD 920 Ol3L Using the Lock Data Analysis Program: LOKDAP, by J. A. Eiland and L. L. Daggett 
STA-POD Stability Tests; Hydraulic t~odel Investigation,by D. D. Oavidson 
Models and Methods Applicable to Corps of Engineers Urban AD 786 516 Studies, by J. W. Brown, M. R. Walsh, R. W. McCarley,
A. J. Green, Jr., and H. W. West 
Neches River Saltwater Barrier, by C. J. Huval 
Mathematical t1odel Study of a Flow Control Plan for the AD A054 296 Chesapeake and Delaware Canal, by B. H. Johnson 
Effects of a Steady Nonuniform Current on the Character-AD A005 005 istics of Surface Gravity ~~aves, by L. Z. Hales and J. B. He.rbich 
Evaluation of Disposal Areas in James River; Hydraulic AD A054 082 Model Investigation, by R. A. Boland, Jr., and W. H. Bobb 
Norton Point Dike Study, Coney Island, New York; Hy-AD A054 083 draulic ~1odel Investigation, by R. F. Athow, Jr., W. H. Bobb, and R. A. Sager 
Scale Effects in Rubble-Mound Breakwater Stability ~1odels AD A012 069 Caused by Variations in the Specific Gravity of the Armor Units and lJnderl ayer S-tones, by R. Y. Hudson 
* Statement R. See Preface. 
HYDRAULICS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  H-75-5  Jun 1975  Reliability of Rubble-Mound Breakwater Stability Models, by R. Y. Hudson  AD  AOll  266  
MP  H-75-6  May  1975  River Point Directory for the Mississippi River-Gulf Coast Inland Waterways System, by L. L. Daggett and R. McCarley  W.  AD  AOll  267  
MP  H-75-7  Jul  1975  Lock nesign, Sidewall by T. E. Murphy  Port Filling and Emptying System,  AD  A013 985  
MP  H-75-8  Nov  1975  Westport Small-Boat Basin Revision Study; Hydraulic Model Investigation, by N. J. Brogdon, Jr.  AD  A018  422  
MP  H-75-9  Dec  1975  Determination of Lock Capacities Using Simulation Modeling, by L. L. Oaggett and T. D. Ankeny  AD  A054. 086  
MP  H-75-10  Dec  1975  Masonboro Inlet, North Carolina: Movable-Bed HydraulicModel Study; Effects of Temperature and ExperimentalProcedures, by R. A. Sager and N. W. Hollyfield ·  AD  A019  266  
MP  H-76-1  Jan 1976  Chesapeake Bay Radioactive Tracer Study, by A.  R. Tool  AD  A020  539  
MP  H-76-2  Jan  1976  Waterway Point Directory for the Great Lakes, Atlantic, and Pacific Areas, by L. L. Daggett and R. W. McCarley (includes Appendixes A-D)  AD  A054 090  
Appendix  E  Waterway Point Directory for the Great Lakes Area  AD  A054 087  
Appendix  F  Waterway Point Directory for the Atlantic Coast Area  AD  A054 088  
Appendix G  Waterway Point Directory for the Pacific Coast Area  AD  A054 089  
~1P  H-76-3  Lake Erie International Investigation:  Jetport ~1odel  Feasihility  
Feb 1976  Report 17-7  Results of Numerical Steady-State, HindDriven Circulation Analysis, by D. L. Durham and H. L. Butler (includes Appendixes A-C)  AD  A036 242  
Feb 1976  Appendix D  
Oct 1976  Report 17-8  Results of Numerical Time-Dependent ThreeDimensional, Storm Surge Analysis, by D. L. Durham, H. L. Butler, and D. C.  AD  A036  243  
Raney (includes Appendixes A-F)  
Oct 1976  Appendix G  

Number 
t1P H-76-3 (Cont) 
MP H-76-4 
MP H-76-5 
HP H-76-6 
* MP H-76-7 MP H-76-8 MP H-76-9 
t1P H-76-10 
MP H-76-11 MP H-76-12 
Date Jan 1978 
Sep 1976 t4ar 1976 
Sep 1976 May 1976 
t4ar 1976 
Apr 1976 Apr 1976 Apr 1976 May 1976 
May 1976 
May 1976 Jun 1976 
HYDRAULICS LABORATORY 
Miscellaneous Papers 
Title 
Report 17-9 	Results of Numerical Three-Dimensional Wind-Driven Circulation Analysis for Thermally Stratified Lake Conditions, by D. L. Durham and D. C. Raney 
Numerical Analysis of Tidal Circulation for LongBeach Harbor: 
Report 1 	Existing Conditions and Alternate Plans for Pier J Completion and Tanker Terminal Study, by D. C. Raney 
Report 2 	Tidal Circulation Velocity Patterns for Existing Conditions and Alternate Master Plan PierJ Configurations for Sohio Project, by D. C. Raney 
Report 3 	Existing Conditions and Alternate Plans for Pier J Completion and Tanker Terminal Studywith -82 ft Channel, by D. C. Raney 
Report 4 	Tidal Circulation Velocity Patterns for Existing Conditions and Alternate Master Plan PierJ Configurations with -82-ft Channel, by D. C. Raney 
Cooper River Rediversion Project, Bushy Park Water Supply Tests; Hydraulic Model Investigation, by H. A. Benson and W. H. Robb 
Falls Lake Water-Quality Study; Hydraulic Laboratory In
vestigation, 	by Bruce Loftis and D. c. Fontane 
A Simulation Model of Tow Traffic on the Gulf Intracoastal l~aterway, by T. D. Ankeny and L. L. Daggett 
Stability of Rubble-t1ound Breakwater, Lahaina Harbor, Hawaii; Hydraulic Model Investigation, by R. D. Carver 
Effects of 40-Foot Charleston Harbor Project on Tides, Currents, and Salinit~es; Hydraulic Model Investigation, by H. A. Benson 
Transmission of Wave Energy Through and Overtopping of the Long Beach, California, Breakwater; Hydraulic ~1odel Investigation, by L. Z. Hales 
New Techniques and Materials for Constructing Hydraulic Models, by N. R. Os1talt and G. A. Pickering 
Estimation of Winds Over the Great Lakes, by D. T. Resio and C. L. Vincent 
AD 
AD 

AD 
AD 

AD 
AD 

AD 
AD AD AD AD 
AD 
AD AD 
Number A050 614 
A031 174 A046 914 
A031 178 A064 469 
A022 805 
A023 754 BOlO 692L A024 773 A024 524 
A025 175 
A026 095 
A028 022 
* Statement B. See Preface. 
HYDRAULICS  LABORATORY  
Miscellaneous  Papers  
Number  Date  Title  AD Number  
* MP  H-76-13  Jun 1976  Lock Filling and Emptying--Symmetrical Systems, by Hebler and F. M. Neilson  ~1.  T.  AD  B012  621L  
t1P  H-76-14  Jun 1976  Interim Report on ~1ovable-Bed Model  Masonboro Inlet, North Carolina, Tests, by N. W. Hollyfield  AD  A026  399  
MP  H-76-15  Jun 1976  Development of Navigation with Locks and Dams, Franco  by J. J.  AD  A029  355  
MP  H-76-16  Aug  1976  A Variational R. W. Whalin  Approach  to  Nonlinear Wave Theory, by  AD  A030 144  
MP  H-76-17  Sep 1~76  Enla,rgement of t1arcus Hook Anchorage, Delaware River; Hydraulic t1odel Investigation, hy R. F. Athow, Jr.  AD  A030 541  
MP  H-76-18  Sep 1976  Effects of Construction of Liberty State Park on Hydraulic Characteristics of New York Harbor; Hydraulic t1odel Investigation, by R. F. Athow, Jr., and R. A. Boland, Jr.  AD  A030 471  
MP  H-76-19  Sep 1976  Convex Chutes Neil son  in Converging Supercritical  Flow, by F.  M.  AD  A033  733  
MP  H-76-20  Long  Beach Harbor Numerical  Analysis of Harbor Oscilla 
tions:  
Sep 1976  Report 1  Existing Conditions and by J. R. Houston  Proposed Improvements,  AD  A031  171  
Sep 1976  Report 2  Alternate Plans Tanker Terminal  for Pier J Completion and Project, by J. R. Houston  AD  A031  172  
Sep 1976  Report 3  Alternate Plans for Pier J Completion and Tanker Terminal Project (62-and 82-ft Depths), by J. R. Houston  AD  A031  173  
Feb 1977  Report 4  Alternate Plans Tanker Terminal J. J. Wans trath  for Pier J Completion and Project (No Landfill), by  AD  A037 066  
MP  H-76-21  t·1ar 1977  Seasonal Variations in Great Lakes Design Wave Heights:Lake Erie, by D. T. Resio, R. t1. Brooks, and C. L. Vincent  AD  A039  153  
MP  H-76-22  Nov  1976  Igloo Have Absorber Tests for Port Hashington Harbor, !•Jisconsin; Hydraulic Model Investigation, by R. R. Bottin, Jr.  AD  A032  572  
MP  H-77-1  Feb  1977  Capacity Studies of Winfield Locks, Kanawha River, West Virginia, by L. L. Daggett and R. W. McCarley  AD  A037 382  
MP  H-77-2  Feb  1977  Los Angeles Harbor Numerical tions, by J. R. Houston  Analysis of Harbor Oscilla AD  A037 155  

.* Statement B. See Preface. 
Number  Date  
MP  H-77-3  Mar 1977  
MP  H-77-4  May 1977  
MP  H-77-5  May 1977  
MP  H-77-6  May 1977  
MP  H-77-7  Jun 1977  
MP  H-77-8  Aug  1977  
MP  H-77-9  
Aug 1977  
Dec 1978  
MP  H-77-10  Aug  1977  
MP  H-77-11  Sep 1977  
MP  H-77-12  Sep 1977  
MP  H-77-13  Nov  1977  
MP  H-77-14  Nov  1977  
MP  H-78-1  Jan 1978  

HYDRAULICS LABORATORY 
Miscellaneous Papers 
Title 
Dispersion of Proposed Theodore Industrial Park Effluents in f1obile Bay; Hydraulic Model Investigation, by R. C. Berger, Jr., and M. J. Trawle 
Charleston Harbor Navigation Study, South Carolina, Verification Tests; Hydraulic Model Investigation, by H. A. Benson 
Pressure Tests in Flood-Control Conduit, Melvern Dam, Kansas, by T. L. Fagerburg 
Numerical Model Results of Dredged Material Disposal at Ten Proposed Ocean Disposal Sites in the Hawaiian 
Islands, by B. H. Johnson and B. U. Holliday 
Effect of Loss of Valley Storage in the Cannelton Pool on Ohio River Flood Heights, by B. H. Johnson and 
P. K. Senter 
Tillamook Bay Entrance Refraction Study, Tillamook, Oregon, by L. Z. Hales 
A Numerical Hindcast r~odel for Wave Spectra on Water Bodies with Irregular Shoreline Geometry: 
Report 1 	Test of Nondimensional Growth Rates, by D. T. Resio and C. L. Vincent 
Report 2 	Model Verification with Observed Wave Data, by D. T. Resio and C. L. Vincent 
A Consultant's Review of the Los Angeles-Long Beach Harbors Study, by R. 0. Reid, R. G. Dean, and L. E. Borgman 
Dauphin Island Littoral Transport Calculations, by 
A. W. Garcia 
A Computer-Aided Aerial Photographic Analysis of Fire 
Island Inlet Geomorphology, by J. H. Barwis, F. C. 
Perry, and v. E. LaGarde 
Model Study of Cool \~ater Discharge from Proposed LNG 
Facility, 	Los Angeles Harbor, California, by H. H. 
McAnally, 	Jr. 
Dispersion of Proposed Effluent Discharges and Salt
water Intrusion in Cooper River; Hydraulic Model In
vestigation, by H. A. Benson and R. A. Boland, Jr. 
Enhancement of Releases from a Stratified Impoundment 
by Localized Mixing, Okatibbee Lake, t1ississippi, by 
M. S. Dortch and S. c. Wilhelms 
AD Number AD A038 656 
AD A041 291 AD A040 605 AD A041 670 AD A043 721 
AD A044 051 AD A064 992 AD A043 734 
AD A044 662 AD A045 187 AD A050 023 AD A051 928 AD A05l 794 
HYDRAULICS LABORATORY 
Miscellaneous Papers 
Number Date 	Title AD Number 
MP H-78-2 Jan 1978 	Preliminary Evaluation of Wind and Wave Effects at AD A049 883 Potential LNG Terminal Sites, State of California, by L. Z. Hales 
Apr 1978 Appendix A 	An Evaluation of the Relative Wave AD A054 130 Climate at Five Onshore LNG Sites Considering Island Influences and Topographic Effects, by L. Z. Hales 
Jul 1978 Appendix B 	An Evaluation of the Relative Have AD A057 426 Climate at Six Offshore LNG Sites Considering Island Influences and Topographic Effects, by L. Z. Hales 
MP H-78-3 Jan 1978 	Automation Techniques for Physical Hydraulic ~1odels, AD A051 865 by D. L. Durham and G. C. nowning 
MP H-78-4 Jan 1978 	Stability Tests of Nawiliwili Breakwater Repair, by An A051 620 
n. D. Davidson 
~1P H-78-5 	An Open-Coast r1athematical Storm Surge r1odel with 
Coastal Flooding for Louisiana: 

Feb 1978 Report 1 	Theory and Application, by J. J. Wanstrath AD A053 365 
Feb 1978 Report 2 	Program nocumentation, by J. J. Wanstrath AD B026 600L
* 
MP H-78-6 	Georgetown Harbor, South Carolina: 
Feb 1978 Report 1 	Hydraulic, Salinity, and Shoaling Verification; AD A052 340 Hydraulic Model Investigation, by M. J. Trawle 
May 1979 Report 2 	Effects of Various Channel Schemes on Tides, AD A071 316 Currents, and Shoaling; Hydraulic Model Investigation, by t·1. J. Trawle and R. A. 
Boland, Jr. 
MP H-78-7 Jun 1978 	Practical Riprap Design, by S. T. t1aynord AD A058 837 
MP H-78-8 Aug 1978 	Coastal Processes Study of the Oceanside, California, AD A068 316 Littoral Cell, by L. Z. Hales 
MP H-78-9 Sep 1978 	A Discussion of Boundary-Fitted Coordinate Systems AD A059 192 and Their Applicability to the Numerical Modeling of Hydraulic Problems, by B. H. Johnson and J. F. Thompson 
MP H-78-10 Sep 1978 	Single-Valve Prototype Tests, Main Lock, Locks and Dam AD A061 174 26, Mississippi River, Alton, Illinois, by E. D. Hart 
MP H-78-11 Sep 1978 	Feasibility Study of a Numerical Tow r1odel, by T. D. AD A062 727 Ankeny, C. J. Huval, and L. L. Daggett 
* Statement B. See Preface. 
H-20  
HYDRAULICS LABORATORY  
Miscellaneous Papers  
Number:  ·  Date  Title  AD  Number  
MP  H-78-12  Oct 1978  South Jetty Stability Study,  Masonboro Inlet, North  AD  A062  132  
Carolina; Hydraulic ~1odel  Investigation, by R.  D.  
Carver and D. G. Markle  

Number· Date MBM 1-1 Oct 1942 
~1B~1 1-2 Oct 1942 t~BM 1-3 Apr 1943 MBM 1-4 Jul 1951 MB!·1 1-5 Nov 1955 MBM 1-6 Aug 1971 
MBM 2-1 Oct 1945 MBM 2-2 Mar 1947 MBM 2-3 May 1948 MBt~ 2-4 Aug 1948 MBM 2-5 Jun 1949 MBM 2-6 Mar 1950 MBM 2-7 Mar 1951 MBM 2-8 Aug 1952 MBM 2-9 Sep 1953 MBH 2-10 Oct 1954 t1BM 2-11 Oct 1955 MB~1 2-12 May 1956 MBM 2-13 May 1957 
MB~1 2-14 May 1958 
MBM 2-15 t·1ay 1959 
MB~1 2-16 Jun 1960 
MB~1 2-17 Sep 1960 
HYDRAULICS LABORATORY 
t1ississippi Basin t1odel Reports Title AD Preliminary Report on Proposed Reservoir Operation Model, 
Mississippi River and Tributaries Report on Proposed Site Definite Project Report Description of Mississippi Basin Model Automatic Instrumentation of the Mississippi Basin ~1odel 
History and Description of the Mississippi Basin Model, by J. E. Foster 
Report of First Meeting of Mississippi Basin Model Board 
Report of Second ~1eeting of Mississippi Basin Model Board 
Report of Third Meeting of Mississippi Basin Model Board Report of Fourth Meeting of Mississippi Basin Model Board Report of Fifth Meeting of Mississippi Basin Model Board Report of Sixth t·1eeting of t1ississippi Basin Model Board Report of Seventh Meeting of Mississippi Basin Model Board 
Report of Eighth t1eeting of t~ississippi Basin t1odel Board 
Report of Ninth ~1eeti ng of t'li ss iss i ppi Basin t1ode1 Board 
Report of Tenth Meeting of t4ississippi Basin Model Board 
Report of Eleventh t1eeting of Mississippi Basin ~lcdel Board Report of Twelfth Meeting of t1ississippi Basin t1odel Board Report of Thirteenth (Fiscal Year 1957) Meeting of 
Mississippi Basin Model Board 
Report of Fourteenth (Fiscal Year 1958) Meeting of Mississippi Basin Model Board Report of Fifteenth (Fiscal Year 1959) Meeting of 
Mississippi Basin Model Board 
Report of Sixteenth Meeting of Mississippi Basin Model Board, Fiscal Year 1960 
Special Report of the Mississippi Basin Model Board on Curtailment of Model Limits (Seventeenth Meeting of the Board) 
Number 
Number Date MBM 2-18 Jul 1961 MBM 2-19 Jul 1962 MBM 2-20 Aug 1963 MBM 2-21 Apr 1964 MBM 2-22 Apr 1965 MBM 2-23 r1ay 1966 MBM 2-24 Jun 1967 MBM 2-25 Jun 1968 MBM 2-26 Jun 1969 MBM 2-27 Jun 1970 MBM 3-1 May 1951 
Revised Apr 1958 MBM 12-1 . Apr 1952 
MBM 12-2 Jun 1962 MBM 13-1 Dec 1960 MBM 14-1 Jul 1951 MBM 14-2 Nov 1952 MBM 15-1 Aug 1951 
HYDRAULICS LABORATORY 
Mississippi Basin Model Reports 
Title 
Report of Eighteenth Meeting of Mississippi Basin Model Board, Fiscal Year 1961 
Report of Nineteenth Meeting of Mississippi Basin Model Board 
Report of Twentieth Meeting of r~ississippi Basin Model Board 
Report of T\'lenty-First r~eeting of Mississippi Basin ~1odel Board 
Report of Twenty-Second Meeting of Mississippi Basin Model Board 
Report of Twenty-Third Meeting of Mississippi Basin r1odel Board 
Report of Twenty-Fourth Meeting of Mississippi Basin Model Board 
Report of Twenty-Fifth Meeting of Mississippi Basin Model Board 
Report of Twenty-Sixth Meeting of Mississippi Basin Model Board 
Report of Twenth-Seventh Meeting of Mississippi Basin Model Board 
The r1ississippi Basin Model, published in "The l~ilitary Engineer" 
Verification of Sioux City-to-Hermann Reach, Missouri 
River and Tributaries, 1950 and 1947 Floods 
Verification of Si.oux City-to-l~outh Reach, Missouri 
River and Tributaries, 1952 and 1951 Floods 
: 
Verification of the Pickwick Dam-Kentucky Dam Reach, Tennessee River af)d Tributar.ies, 1950 and 1948 Floods 
Verification of Tulsa-to-Van Buren Reach, Arkansas 
River·and Tributa~ies, Spring 1941 and 1943 Floods 
Verification of Van Buren-to-Pine Bluff Reach, Arkansas River and.Tribut~ries, Spring 1941 and 1943 Floods 
Verification of Hannibal-to-St. Louis Reach, Mississippi River and Tributaries, 1947, 1944, and 1943 Floods 
AD Number 
Number MBM 15-2 MB~1 23-1 MBf·1 23-2 
MBM 23-3 
MBM 24-1 MBM 29-1 
MBM 31-1 MBM 31-2 
~1BM 31-3 MBM 31-4 MBM 31-5 
MBM 31-6 
Date May 1952 Jun 1965 Jul 1965 
May 1969 
Apr 1961 
Nov 1971 
Jun 1971 
Jun 1971 Jun 1971 Jun 1971 Jun 1971 Jun 1971 Jun 1971 Jun 1971 Jul 1957 Apr 1957 
Jan 1960 
Sep 1962 Jun 1977 
Apr 1978 
HYDRAULICS LABORATORY 
Mississippi Basin Model Reports Title 
Verification of Hannibal-to-Thebes Reach, Mississippi River and Tributaries, 1947, 1944, and 1943 Floods 
Effects of Reservoirs and Results of Steady-Flow Tests, Cumberland River; Hydraulic Model Investigation 
Kentucky Reservoir Steady Flow Profiles and Effects of Pickwick Discharge Duration on Downstream Stages; Hydraulic ~1odel Investigation 
Effects of Cheatham and Barkley Reservoirs and Coordinated Operation of Barkley and Kentucky Reservoirs, Cumberland and Tennessee Rivers; Hydraulic Model Investigation 
Flood-Routing and Reservoir Operation Study, Tulsa-to-Van Buren Reach, Arkansas River and Tributaries 
Comprehensive Testing Program; Hydraulic Model Investigation, by J. E. Foster and S. J. Ruff Appendix A 1927 Flood and Hypothetical Floods 52A, 56, and 58A Appendix B 1937 Flood Appendix C 1943 Flood 
Appendix 0 1945 Flood Appendix E 1950 Flood Appendix F Hypothetical Flood M52-A Appendix G Hypothetical Flood t1 56 Appendix H Hypothetical Flood t1 58:-AOR Operation of the Birds Point-New Madrid Floodway Adequacy of Project Levee in Hannibal-to-Thebes Reach, 
Mississippi River and Tributaries. In 2 volumes Proposed Alignments for Columbia Bottoms Levee, St. Louis Industrial Park 
t4ississippi River Hypothetical Flood 52A 
Flowline Study, Mississippi and Illinois Rivers; Hydraulic t1odel Investigation, by J. E. Foster 
Birds Point-New Madrid Floodway Operation; Hydraulic Model Investigation 
AD Number 
AD A04l 695 
AD A055 030 

HYDRAULICS LABORATORY 
MississiEPi  Basin  Model  Reports  
Number  Date  Title  ·------------------------AD  Number  
MBM  31-7  Apr  1979  Test of Birds Point  New Madrid  Floodway; Hydraulic  
Model  Investigation, by  J.  E.  Foster and  J. v. Allen  
MBM  31-8  Nov  1980  Effects of Closing Wax  Lake  Outlet and  Constructing  AD A093  415  
Management  Unit and  Channel  Training Levees in the  
Atchafalaya  River Basin, by J.  E. Foster and  J. v.  
Allen  

MBM 31-9 Oct 1984 	Effects of Various Levee Alignments and Grades on 1973 AD A151 548 and Project Design Flow Lines in the Red-Ouachita-Black River Basin; Hydraulic Model Investigation, by J. E. Foster, J. v. Allen, and J. E. Glover 
MBM 32-l May 1955 	Effects of Agricultural Levees on Design Flood Profiles for Kansas City Local Protection 
MBM 32-2 Dec 1959 	Tests for Re-evaluation of Missouri River Agricultural Levees in the Kansas City District 
MBM 32-3 May 1960 	Tests for Re-evaluation of Missouri River Agricultural Levees in the Omaha District 
MBM 34-l Jun 1956 	Effects of Project Levees Along Point Remove Creek, Tributary of Arkansas River 
MBM 34-2 Apr 1957 	Adequacy of Project Levee Grades Without and With Reservoir Modification, Van Buren to Pine Bluff, Arkansas River 
MBM 38-l Nov 1971 	Effects of Height and Alignment of Levees at Confluence of Missouri and Mississippi Rivers; Hydraulic Model Investigation, by J. E. Foster 
MBM 42-l Oct 1956 	Hypothetical Storms Over the Iowa Tributaries 
NBM 43-l Feb 1962 	The Ohio River Hypothetical Flood OR-1 
MBM 44-l Jun 1956 	Determination of Discharge Hydrographs for Arkansas River and Tributaries, April 1927 Flood 
MBt1 52-l Oct 1954 	Tests of Channel Realignment Near St. Joseph, Missouri 
MBM 81-1 Jan 1959 	Effects of Proposed Highway Fill Across Chouteau Island 
MBM 81-2 Sep 1959 	Effects of Proposed Chain of Rocks Dam, Mississippi River, Mile 190.1 
MBM 81-3 Dec 1967 	Effects of Roadway Construction on Mississippi River Flow, Lake County, Tennessee; Hydraulic Model Investigation 
MBM 81-4 Mar 1972 	Report of Model 'study, Effects of Modifving Operation of Old River Control Structure on 1945, 1961, 1967, and 1968 Flood Flows; Hydraulic Model Investigation 
Mar 1972 Appendix A Additional Hydrographs 
HYDRAULICS LABORATORY 
~----- Date  Title------------------- AD  Number  
MBM  81-5  Dec  1973  Report of Model  Study,  Effects of Ultimate Channel  
Development  in the Atchafalaya Basin; Hydraulic  
Model  Investigation  
MBM  81-6  Jun  1979  Effects of Overbank Vegetation  on  Mississippi River  
Stages in the St. Louis-to-Thebes Reach, by  J. E.  
Foster and  J. v. Allen  
MBM  86-1  Jul  1966  Effects of Roadway Embankment and Waterway Openings  
of Proposed  Interstate Highway  155 on  Mississippi  
River Floods; Hydraulic Model  Investigation, by  
H. c. McGee  and  N. w. Hollyfield  
MBM  86-2  Apr  1972  Effects of Southwind Maritime Centre on Ohio River Flow Conditions at Mount Vernon, Indiana; Hydraulic  
Model  Investigation  
MBM  91-1  Feb  1986  MRT Flow Line and  Lorran Lake  Cutoff,  Red  River:  
Hydraulic  Model  Investigation, by  J. E.  Foster,  J. V.  
Allen,  and  J. E. Glover  
MBM  92-1  Oct  1955  Effects on  Flood  Heights of Levee,  Railroad,  and  
Highway Fills in the Flood  Plain of the  Missouri  
River  

Number Paper H 
Paper Y Paper D Paper R Paper A Paper U Paper L Paper I Paper C Paper 10 Paper 11 
Paper 12 Paper 13 Paper 14 Paper 15 Paper 16 Paper 17 Paper 18 
Date Jul 1930 
Feb 1931 May 1931 May 1931 May 1931 Dec 1931 Jan 1932 Apr 1932 Dec 1932 Jan 1933 Jun 1933 
Ju1 1933 Aug 1933 Sep 1933 Jan 1934 Apr 1934 Jan 1935 Jun 1937 
HYDRAULICS LABORATORY 
Papers 
Title 
Sediment Investigations on the Mississippi River and Its Tributaries Prior to 1930 
Experiment to Determine the Limit of Backwater Influence in the Illinois River 
Hydraulic Studies of Proposed Dam No. 37, Ohio River 
Experiments to Determine the Erosive Effects of Floodwaters on Railroad Embankments 
Experiment to Determine the Effects of the Several Proposed Levee Extensions South of Eagle Lake, Mississippi 
Sediment Investigations on the Mississippi River and Its Tributaries, 1930-31 
Model Study of .Effects of Dikes on the River Bed at Walkers Bar, Ohio River 
Experiment to Determine the Effects of Proposed DredgedCutoffs in the 'Mississippi River 
Model Study of Effects of Operating Birds Point-New Madrid Floodway 
Experiment to Determine the Effects of Mississippi River Backwater on the Red River 
Model Studies of Dike Location 
Investigations of Certain Proposed Methods of Bank and Embankment Protection 
Model Study of Shoaling Below Starved Rock Lock and Dam, Illinois River 
Model Studies of Spillways for St. Lucie Canal, Martin County, Florida. 
Model Studies for Channel Stabilization, MississippiRiver 
Experiments to Determine the Backwater Effects of Submerged Sills in the St. Clair River 
Studies of River Bed Materials and Their Movement, with Special Reference to the Lower Mississippi River 
Model Study of Maintenance Works at Ballona Creek Outlet, Venice, California 
AD Number 
AD A950 029 
Number 
RR 2-1 
RR 2-2 RR 2-3 RR 2-5 
RR 2-7 RR 2-8 RR 2-9 RR 2-10 RR 2-11 
RR 2-12 RR H-68-1 RR H-68-2 RR H-69-1 
RR H-69-2 RR H-70-1 
RR H-70-2 Date 
Sep 1957 Jul 1958 Mar 1965 Jun 1965 
Apr 1966 Oct 1966 Dec 1966 Feb 1968 Jun 1968 
Mar 1968 Sep 1968 Sep 1968 Oct 1969 
Dec 1969 Jan 1970 
Jan 1970 
HYDRAULICS LABORATORY 
Research Reports 
Title 
Hydraulic Effects of Model Distortion: 
Report 1 Triangular-Flume Study of Distortion Effects 
Design of Quarry-Stone Cover Layers for Rubble-Mound 
Breakwaters; Hydraulic Laboratory Investigation 
Pilot Model Study for the Design of Hilo Harbor Tsunami Model; Hydraulic Model Investigation, by J. G. Housley 
Selection and nesign of a Bore Generator for the Hilo Harbor Tsunami t1odel; Hydraulic t·1odel Investigation, by
C. C. Shen 
The Approximate Theories of Pneumatic Wave Generators; Hydraulic Laboratory Investigation, by G. H. Keulegan 
Selection of Scale for Riprap ~1odel of In-Shore Harbor, Site X; Analytical Investigation, by A. M. Kamel 
Methodology-Tidal Computations for a Sea-Level Canal, by G. H. Keulegan 
Water Have Pressures on Seawalls and Breakwaters, by
A. M. Kamel 
Design of Cover Layers for Rubble-~1ound Breakwaters Subjected to Nonbreaking Haves; Hydraulic Laboratory
Investigation, by R. A. Jackson 
Wave Dal'lping Effects of Screens; Hydraulic ~1odel Investigation, hy G. H. Keulegan 
An Experimental Study of Breaking-Wave Pressures, by 1~. J. Garcia 
Shock Pressures Caused by Waves Rreaking Against Coastal Structures, by A. M. Kamel 
Water Wave Transmission Throuqh and Reflection by Pervious Coastal Structures; Hydraulic Laboratory Investigation, by A. M. Kamel 
Scale Effect Tests for Rubble-r1ound Breakwaters; Hydraulic Model Investigation, by Y. B. Dai and A. M. Kamel 
Investigations of Various Shapes of the Upstream nuadrant of the Crest of a High Spillway; Hydraulic Laboratory Investigation, by E. S. Melsheimer and T. E. Murphy 
Erosion and Riprap Requirements at Culvert and Storm-Drain Outlets; Hydraulic Laboratory Investigation, by 
J. P. Bohan AD Number 
AD 756 370 AD 780 896 AD 646 501 AD 646 509 
AD 733 776 AD 733 775 AD 733 957 AD 667 354 AD 671 634 
AD 668 236 AD 680 319 AD 680 318 AD 733 873 
AD 756 109 
AD 702 247 
Number RR H-71-1 
RR H-71-2 
RR H-71-3 RR H-72-1 RR H-72-2 RR H-72-3 
RR H-73-1 RR H-73-2 
RR H-73-3 RR H-73-4 
Date Apr 1971 
Aug 19.71 
Aug 1971 
Sep 1971 Sep 1971 Dec 1971 Jun 1972 Sep 1972 Dec 1972 
Feb 1973 Mar 1973 
Apr 1973 
Jun 1973 
HYDRAULICS LABORATORY 
Research Reports Title AD Number Evaluation of Three Energy Dissipators for Storm-Drain AD 756 110 
Outlets; Hydraulic Laboratory Investigation, by J. L. Grace and G. A. Pickering Model Studies of Outfall Systems for Desalination Plants: Part I Flume Study of the Mixing Characteristics of Dense Jets Discharged Into a Flowing Fluid: Volume 1 Main Text; Appendix A: Notation; Appendix AD A032 703 
B: Conductivity Probe Calibration and Data Reduction 
Volume 2 	Appendix C: Jet Geometry Sketches; Appendix AD A032 766 
D: Dilution Contour Plots Part II Tests of Effluent Dispersion in Selected 
F:s tua ry ~1ode1 s: 
Volume 1 Main Text AD A032 710 Volume 2 Appendix A: Tabulations of Model Data AD A032 711 
The Limit of Applicability of Linear Wave Refraction AD A032 767 Theory in a Convergence Zone, by R. W. Whalin Evaluation of Flared Outlet Transitions; Hydraulic Model AD 745 882 
Investigation, by B. P. Fletcher and J. L. Grace 
Wave Damping Effects of Fibrous Screens; Hydraulic Model AD 751 133 Investigation, by G. H. Keulegan Simultaneous Multiple-Level Release from Stratified AD 754 536 
Reservoirs; Hydraulic Laboratory Investigation, by
J. P. Bohan and T. L. Gloriod 
Wave Transmission Through Rock Structures; Hydraulic AD 757 147 Model Investigation, by G. H. Keulegan 
Mathematical Simulation of the Turbidity Structure AD 757 594 Within an Impoundment; Hydraulic Laboratory Investigation, by D. G. F6ntane, J. P. Bohan, and J. L. Grace, Jr. 
Reflection Characteristics of Screen Wave Absorbers; AD 761 090 Hydraulic Model Investigation, by G. H. Keulegan 
Mixing of 	Salinity-Stratified Hater by Pneumatic Barriers: 
Report 1 	Preliminary Investigations; Hydraulic Model AD 762 132 Investigation, by H. H. t1cAnally 
Number  Date  
RR  H-74-1  Sep 1974  
RR H-74-2  Dec  1974  
RR H-75-1  Feb 1975  
RR  H-75-2  
Jun 1975  
Feb 1976  
RR H-75-3  
Jun 1975  
Nov  1977  
Sep 1981  
RR  H-75-4  Jul  1975  
Jun 1978  
RR  H-76-1  Jul  1976  
RR  H-76-2  Sep 1976  
RR  H-77-1  Jun 1977  

HYDRAULICS LABORATORY 
Research Reports 
Title 
Criteria for Use of Ripple Tanks: Refraction Scale 
Effects, by R. W. ~/hal in and H. L. Butler 
Problem Definition and Modeling Techniques for the Studyof Kaneohe Ray, Oahu, Hawaii, by W. H. McAnally, Jr., 
J. D. Lunz, D. C. Raney, R. Y. Hudson, and J. V. Letter, Jr. 
A Numerical Model for Predicting the Effects of Landslide-Generated Water Waves, by D. C. Raney and 
H. L. Butler 
Heat Dispersion in Physical Estuarine Models: 
Report 1 	State of the Art, by V. L. Zitta and G. W. Douglas 
Report 2 	Experiments in the Delaware River Model, by f4. J. Trawle 
Physical Hydraulic Models: Assessment of Predictive Capabilities: 
Report 1 	Hydrodynamics of the Delaware River Estuary Model, by J. V. Letter, Jr., and W. H. t~cAnally, Jr. 
Report 2 	Movable-Bed Model of Galveston Harbor Entrance, by J. V. Letter, Jr., and 
W. H. r~cAnally, Jr. 
Report 3 	Model Study of Shoaling, Brunswick Harbor, Georgia, by J. V. Letter, Jr., and W. H. McAnally, Jr. 
Effect of Source Orientation and Location in the Aleutian Trench on Tsunami Amplitude Along the Pacific Coast of the Continental United States, by J. R. Houston, R. W. Whalin, A. W. Garcia, and H. L. Butler 
Errata Sheet No. 1 
Numerical 	Modeling of Resonant Oscillations in Deep Draft 
Harbors, by J. R. Houston 
Effect of Source Orientation and Location in the Peru-Chile Trench on Tsunami Amplitude Along the Pacific Coast of the Continental United States, by A. W. Garcia 
Geometric Parameters that Influence Floodplain Flow, by Maurice James and B. J. Brown 
AD Number 
AD 787 270 

AD A004 033 

AD A006 537 

AD A012 651 
AD A021 952 

AD A012 766 AD A047 988 AD A106 549 AD A014 145 
AD A028 051 AD A032 991 
AD A041 641 
HYDRAULICS LABORATORY 

Technical Memoranda 
Number Date Title AD Number 

TM 0-2 TM 4-1 TM 4-4 
TM 20-2 TM 57-1 TM 57-2 TM 61-1 m 61-2 TM 61-3 m 61-4 H1 64-1 Tt1 64-2 TM 64-3 m 81-1 Tt1 89-1 Tt4 89-2 TM 93-1 
Tf.1 93-3 
Feb 1931 Sep 1932 Mar 1933 
Jan 1933 Jan 1935 Jun 1935 Sep 1935 Sep 1935 Sep 1935 Oct 1935 Dec 1934 Jun 1935 Sep 1935 Jun 1937 May 1936 Aug 1936 Jun 1936 
Jul 1940 
Experiment to Determine the Erosion at Upper Ends of the Dredge Borrow Pits in the Bonnet Carre Floodway 
An Experiment to Determine the Action of Tractively 
Transported Sedimentary Material at a Stream Fork 
Study of the Bed Load r~ovement in a Forked Flume 
Experiments to Determine the Effectiveness of Concrete 
Tetrahedral Blocks as Revetment 
Model Study for Channel Improvement of the Savannah 
River (Miles 188.0 to 178.5) 
Model Study for Channel Improvement of the Savannah 
River (Miles 188.0 to 178.5) 
Model Experiment to Determine the Directive Energy of a 
River 
Effect of Rate of Sand Feed on Developments in Directive 
Energy Flume 
Consolidation and Grain Sorting in the Bed of the Directive Energy Flume 
Effect of Rate of Sand Feed on Development in Directive 
Energy Flume 
Model Study for the Improvement of Navigation Conditions in the Ohio River Below Dam No. 36 
Model Study for the Improvement of Navigation Conditions in the Ohio River Below nam No. 36 
Model Study for the Improvement of Navigation Conditions in the Ohio River Below Dam No. 36 
·Model Study of Plans for the Elimination of Shoaling in t1are Island Strait, California. In 2 parts 
Model Study of Plans for Channel Improvement of the 
Mississippi River at t1emphis Depot 
Model Study of Plans for Channel Improvement of the 
Mississippi River at Memphis Depot 
Model Study of Plans for the Elimination of Shoaling in the Delaware River Entrance to the Chesapeake and Delaware Canal 
Model Study of Plans for the Elimination of Shoaling in the Delaware River Entrance to the Chesapeake and Delaware Canal 
AD 060 788 
AD 071 975 
Number TM 96 TM 99-1 TM 100-1 TM 102-1 
TM 102-2 
TM 104-1 
TM 105-1 TM 106-1 TM 107-1 
TM 109-1 
TM 110-1 TMlll-1 TM 111-2 TM 111-3 TM 112-1 
TM 114-1 TM 115-1 
Date Mar 1935 Dec 1936 Dec 1936 Sep 1936 
Feb 1937 
Nov 1939 
Jul 1936 Dec 1938 Sep 1938 
Apr 1938 
Dec 1938 Oct 1936 Nov 1936 Jan 1937 Sep 1936 
Aug 1937 Jan 1937 
HYDRAULICS  LABORATORY  
Technical  Memoranda  
Title  AD  Number  
Effect of Distortion on Kinetic Energy in Model  the Content and Distribution of Streams  AD  158 634  
Flume Tests Made to Develop a Synthetic Sand Which Will Not Form Riffles When Used in Movable Bed Models  
Model Study of Maintenance Works Venice, California  at Ballona Creek Outlet,  AD  150 542  
Model Study of Proposed Plans for the Protection of the Kansas Citys from the Floods of the Missouri and Kansas Rivers  AD  158 596  
Model Study of Additional Plans for the Protection of the Kansas Citys from Floods of the Missouri and Kansas Rivers  
Model Study of Plans for Channel Improvement in the Chain of Rocks Reach, Mississippi River  
Model  Tests of Conchas Dam Stilling Basin  
Model Study of Channel Improvements at Outer Bar, Lake of Maracaibo, Venezuela. In 3 volumes  
Model Study of Channel Improvement and Stabilization in the Pryors Island Reach of the Ohio River. In 2 folders (only folder 1 available)  
Model Study of Plans for Channel Improvement at Dogtooth ~end, Mississippi River. In 3 folders (only folder 1 available)  
Model Study of Plans for Channel sure Towhead, Mississippi River  Improvement at Swift 
Model Studies of the Spillway and Stilling Basin for the Possum Kingdom nam  
Additional f1odel Studies of the Stilling Basin for the Possum Kingdom Dam  
Model Study of Baffles for the Spillway Apron of the Possum Kingdom Dam  
Model Study to Determine the Paths of Travel of Bed Material in the Channels Which Enclose Cow Island, Atchafalaya River  Load  
Model Study of Plans for Channel Tower Reach, Mississippi River  Improvement at Grand  
Studies of Pipe Line Mixers  

HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD  Number  
TM 115-2  Apr 1937  Studies of Pipe Line Mixers  
TM  121-1  Apr 1937  Model Study of Hydraulic Conditions Caused by Lock and Dam No. 6. In 2 parts  
TM  123-2  Nov  1937  Model Dam  Study of the Proposed Outlet Structures for Sardis  
TM  125-1  Sep 1937  Model  Study of Tidal  Currents, East River, New York  
TM 125-3  Apr 1939  Model Final  Study of Tidal Report  Currents in East River,  New York;  
n1 127-1  Aug  1940  r~odel Study of Plans for Elimination of Shoaling in Galveston.Channel and Connecting Waterways, Galveston Bay, Texas  
TM  132-1  May 1938  Model Study of the Proposed Spillway for Sardis Dam Sardis, Mississippi  Near  
TM  132-2  May 1938  r4odel Study of a Section of the Proposed Spillway for Sardis Dam Near Sardis, Mississippi  
TM  133-1  Apr 1938  Study of Permeability of Rock Jetty Models  
TM 134-1  Aug  1938  Model Dam  Study of the Outlet Structures for the ~Jappapello  
TM  137-1  Sep 1938  Study of Channels with Changing Sections  
TM 146-1  Oct 1938  Model  Study of the Spillway for the Wappapello Dam  
TM  147-1  Sep  1938  Model Bayou  Study of the Stilling Basin for the Outlet of the des Glaises Drainage Culvert  
n1  148-1  Dec  1938  Model Dam  Study of the Spillway for the Great Salt Plains  
TM  153-1  Jun 1939  Model Study of the Spillway for New Lock and Dam St. Lucie Canal, Florida  No.  1,  
TM  159-1  May 1940  Model Study of Plans for Channel Improvement in the Vicinity of Boston Bar, Mississippi River  
TM  160-1  Aug  1940  r1odel Study of Intake Structure (Plan A)Peck Dam, Missouri River  for the Fort  
TM  161-1  Apr 1940  Hydraulic Model Studies of the Control the Denison Dam, Red River  Structures for  
TM  165-1  Apr 1941  Model Study of Structures for Future Power Developmentfor the Franklin Falls nam, Pemigewasset River, New Hampshire  

HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD  Number  
TM 166-1  Dec 1940  Model Study of Spillway and Stilling Basin, John Martin (Caddoa) Dam, Arkansas River  
TM  167-1  Dec  1940  Model Study of Outlet Structures for Arkabutla Dam, Coldwater River  
TM  168-1  Aug  1940  Model  Study of the Spillway for the Santee River Dam  
Tl1 169-1  Jan 1941  Model Study of the Spillway and Stilling Basin for the Arkabutla Dam, Coldwater River  
Tl1 170-1  Jul  1941  Model Study of Plans for Improvement of the Channels of Canisteo River and Canacadea Creek, Hornell, New York  
TM 173-1  Dec  1940  Model Study of Locations for a Proposed Breakwater in San Juan Harbor, Puerto Rico  
TM 174-1  Dec  1940  ~1odel Study of the Intake for Bayou Badeau Outlet Structures  
Tt1  177-1  Dec 1941  Model  Study of the Spillway for Denison Dam,  Red  River  
m 178-1  Jul  1941  Model Study of Plans for the Elimination of Shoaling Richmond (Virginia) Harbor, James River  in  
TM 181-1  Oct 1941  Model Study of Plans for Elimination of Shoaling in Vicinity of Manchester Islands, Ohio River  the  
Tf1185-l  Nov 1941  Model Study of Hydraulic Characteristics of Power Tunnel, Fort Peck Dam  
Tt1 186-1  Dec 1941  Model Study of Plans for Reduction of Wave Action in Grand Marais Harbor, Minnesota  
Tl1 186-2  Dec 1944 Revised Jun 1953  Model Study of Plans for Reduction of Wave Action in Grand Marais Harbor, Minnesota; Second Phase  
Unnumbered  r~ar  1942  r~odel Study of Wave Report  Force Against Breakwaters;  Interim  
Tt1  188-1  Jun 1942  Model Study of Mill Cincinnati, Ohio  Creek  Flood-Control  Project,  
TM  189-1  Apr 1942  Model Study of the Pump Suction Chamber for Dry Dock No. 4, Puget Sound Navy Yard  
TM  190-1  Aug  1942  Model Studies of the Spillway and Integral Sluices for the Canton Dam, North Canadian River, Oklahoma  
TM  191-1  Dec  1942  Model Study of Spillway for Dewey Dam, Kentucky  Johns Creek,  

HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD  Number  
Tr1  192-1  Jan  1943  Model Study of Spillway for Fort Gibson Dam, River, Oklahoma  Grand  
TM  193-1  Nov  1942  t4odel Study of Spillway for the Berlin Dam, t1ahoningRiver, Ohio  
TM  194-1  Aug  1942  Model Study of Plans for Elimination of Shoaling Wilmington Harbor, Delaware  in  
TM  197-1  Dec  1942  Model Study of Regulating Sluices for Dale Hollow Dam,Obey River, Tennessee  
TM  200-1  Jun  1943  Model Study of Flood Protection Project, Prattville, Alabama, Autauga Creek  
TM  201-1  Jan  1944  t1odel Studies of Spillway and Regulating Sluices for Wolf Creek Dam, Cumberland River, Kentucky  
TM  202-1  Aug  1946  Model Studies of Spillway and Bucket for Center Hill Dam, Caney Fork River, Tennessee  
TM  203-1  Dec  1943  Model Study of Wave Action t4i nnesota  in Agate Bay Harbor,  
TM  204-1  Sep  1943  Model Study of Plans for Elimination of Shoaling Absecon Inlet,. New Jersey  in  
Unnumbered  Nov  1943  Model Study of Wave Action waters; Interim Report  on  Cellular Caisson Break 
Unnumbered  Jan  1944  Model Study of Wave Action Caisson Breakwaters  on  Triangular and Cellular  
TM  205-1  Feb  1944  Model Study of Stilling Basin, Delaware Dam, OlentangyRiver, Ohio  
m 206-1  r1ay  1944  Field Pressure Measurements, Penstock, Fort Peck, Montana  Fort Peck Power House  
TM  207-1  t1ar  1944  Model Study of the Proposed Breakwater System for Roosevelt Roads Naval Base, Vieques, Puerto Rico :·  
TM  208-1  Jul  1944  Model Study of Plans for Improvement of Navigation at the Upstream Entrance to St. t1arys Falls Canal, t1ichigan  
TM  209-1  Oct  1944  Model Study of Stilling Basin, Narrows Dam, Missouri River, Arkansas. Revised  Little  
Tt1  214-1  Oct  1944  Model Study of Spillway, Allatoona Dam, Georgia  Etowah River,  
TM  214-2  Nov  1948  Sluices and Diversion Scheme for Allatoona Dam,River, Georgia; Model Investigation  Etowah  

HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD  Number  
TM 215-1  Mar 1945  Model  Study of Pontons and  Pneumatic Floats  
Unnumbered  Oct 1941  Study of the Meandering of Model Streams; Preliminary Report of Progress to September 1, 1941  
Unnumbered  May 1945  Laboratory Study of the r1eandering of Alluvial (Studies Conducted from 1942 to 1944)  Rivers  
TM 216-1  Oct 1945  Model Study of Armored Levee  Ends  for Morganza Fuse-Plug  
TM 218-1  Apr 1946  Model Study of Pmter Penstocks, River, Arkansas  Norfork Dam,  North Fork  
TM  219-1  Jun 1946  Model Study of Shoaling Elimination in Basin of Navy Department Floating Dry Dock YFD-15 at Charleston, South Carol ina  
TM 220-1  Jun 1946  Model Study of Power Penstocks, River, West Virginia  Bluestone Dam,  New  
TM 221-1  Jun 1946  Model Studies of Water Requirements and Salt-Water Intrusion, Intracoastal l~aterway, New York Bay-Delaware  
River Section  
TM 2-223  Mar 1947  Model  Study of Spillway,  Enid Dam,  Yocona River,  
f~ississippi  
TM 2-227  Dec 1946  Model Study of Sluice Outlet for Bluestone Dam, River, West Virginia  New  
TM 2-228  Jan  1947  Supplementary Model Study of Stilling Basin for Spillway and Sluices, Fort Gibson Dam, Grand River, Oklahoma  
Tf4  2-229  Feb 1947  Model Study of Bucket-Type Energy Dissipator, Clark Hill Dam, Savannah River, South Carolina and Georgia  
TM 2-230  Mar 1947  Model Study of Sluices for Fall Kansas  River Dam,  Fall  River,  
TM 2-231  May 1947  Model Study of Plans for Elimination of Shoaling Deepwater Point Range, Delaware River  in  
TM 2-232  ,Jun 1947  Model Study of Suction Head, Dredge Jadwin  
Tt1 2-233  Jun 1947  Model Reach  Study for the Improvement of the Galop Rapidsof St. Lawrence River. In 2 volumes  
n1 2-234  Jun 1947  Model Studies of Conduits and Stilling Basin, Shoals Dam, White River, Arkansas  Bull  
TM 2-236  Sep 1947  Model Study of Spill1vay and Stilling Basin, County Dam, Republican River, Nebraska  Harlan  

Number  Date  
TM  2-237  Sep 1947  
TM  2-238  Nov  1947  
TM  2-239  Sep 1947  
Jun 1963  
m 2-242  Dec  1947  
m 2-243  r~ar  1948  
TM  2-244  Dec  1947  
Tf4  2-251  Feb 194fl  
Tf-1  2-252  Apr 1948  
n1 2-253  11ar 1948  
m  2-255  May 1948  
Tt1  2-256  Jun 1948  
TM  2-258  Jul  1948  
Tt1  2-259  Aug  1948  
Tr1  2-260  Sep 1948  
m  2-261  Oct 1948  
Tt1  2-262  Oct 1948  

HYDRAULICS LABORATORY 
Techn ica 1 t-1emoranda 
Title 
Model Study of \~ave and Surge Action, Naval Operating Base, Terminal Island, San Pedro, California 
Wave and Surge Action, Point Fermin Naval Supply Depot, San Pedro, California; t1odel Investigation 
rv!odel Study of Spillway and Bucket, Stewarts Ferry Dam, Stones River, Tennessee 
J. Percy Priest (Formerly Stewarts Ferry) Dam, Stones River, Tennessee; Appendix A: Revised Spillway Bucket; Hydraulic Model Investigation 
Breakwater Location, U. S. Naval Air Station, Alameda, California; f1odel Investigation 
A Laboratory Development of Cavitation-Free Baffle Piers, Bluestone Dam, New River, West Virginia 
Plans for the Improvement of the St. Johris River, Jacksonville to the Atlantic Ocean; Model Investigation.Appendix A: Model Study of Plans for Prevention of Pollution in the St. ,Johns River at Jacksonville, Florida 
Entrance Channel Currents, Naval Operatirig Base, MidwayIslands; Model Investigation 
Spillway and Lock Approach Currents, Demopolis Lock and Dam, Tombigbee River, Alabama; f1odel ;Investigation 
Sluices, Hulah Dam, Caney River, Oklahoma; Model 
Investigation ' 
Wave and Surge Action, Anaheim Bay, California; Model Investigation 
Improvement of Freeboard Conditions on Pontons in HighVelocity Flow; f1odel Investigation 
I 
Widths of Openi~gs, Morganza Floodway Coritrol Structure, Mississippi River; Model Investigation 
Plans for Elimination of Shoaling in New 1Castle-Finns Point Ranges, Delaware River; Model Investigation 
Spillway for Detroit Dam, North Santiam River, Oregon; Model Investigation : 
Spillway for Osceola Dam, Osage River, ~1issouri; Model Investigation 
Irrigation Tunnel for St. t1ary Dam, St. Mary-Milk River Project, Alberta, Canada; Model Investigation 
AD Number 
AD 757 408 
AD 757 398 
HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD  Number  

Tf·1  2-263  Oct  1948  
n1  2-264  Nov  1948  
TM  2-265  Sep  1949  
TM  2-268  Mar  1949  
Tr1  2-269  Mar  1949  
Tt1  2-270  r~ar  1949  
TM  2-272  Apr  1949  
TM  2-275  t1ay  1949  
TM  2-277  May  1949  
Tf.1  2-281  Jun  1949  
TM  2-282  Jun 1949  
TM  2-290  Jul  1949  
TM  2-291  Jul  1949  
TM  2-294  Jul  1951  
TM  2-295  Jul  1949  
TM  2-295-1  Oct 1951  
TM  2-296  llul  1949  

Spillway Design for Whitney Dam, Brazos River, Texas; Model Investigation 
Spillway for Dillon Dam, Licking River, Ohio; t1odel Investigation 
Wave and Surge Action, Long Beach Harbor, Long Beach, California; Model Investigation 
Plans for Improvement of Navigation Conditions and Elimination of Shoaling in Savannah Harbor, Georgia, and Connecting Waterways; t1odel Investigation. In 2 volumes 
Spillway for Benbrook Dam, Clear Fork of the Trinity Riv~r, Texas; Model Investigation 
Flood Protection Plans for Brady, Texas; Model 
Investigation 
Spillway and Sluices for Conemaugh Dam, Conemaugh River, Pennsylvania; Model Investigation 
Combined Control Structure and High-Level Crossing t1organza Floodway; Model Investigation 
Plans for Reduction of Shoaling at the Entrance to Umpqua River, Oregon; Model Investigation 
Bucket-Type Energy Dissipator, Buggs Island Dam, 
Roanoke River, Virginia and North Carolina; Model 
Investigation 
Vacuum Tank Tests of ~1odel Tainter Valve for McNary Dam 
High-Level Crossings. Morganza Floodway. Louisiana; 
Model Investigation 
Wave Action and Breakwater Location, Oswego Harbor, 
New York; Model Investigation 
Conduits and Howell-Bunger Valves, Narrows Dam, Little 
Missouri River, Arkansas; Model Investigation 
Wave Action and Breakwater Location, East Beaver Bay Harbor, Lake Superior, Minnesota; Model Investigation 
Wave Action and Breakwater Location, East Beaver Bay 
Harbor, Lake Superior, Minnesota; Supplementary Model 
Investigation 
Breakwater Stability, East Beaver Bay Harbor, Lake 
Superior, Minnesota; Model Investigation 
HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD Number  
TM  2-300  Aug  1949  Method of Operation of the Birds Point-New Madrid Floodway, Missouri; Model Investigation  
TM  2-301  Sep 1949  Wave and Surge Action, f~onterey Harbor, Monterey,California; Model Investigation  AD  756 399  
TM  2-302  Oct 1949  Flood-Control  Conduits for Detroit Dam,  North Santiam  
River, Oregon; Model  Investigation  
TM  2-303  Nov  1949  Flood-Control Project for Johnstown, Pennsylvania; Model Investigation  
TM  2-309  Apr 1951  Filling Characteristics, Algiers Lock, Intracoastal Waterway, Gulf Section, Louisiana; t1odel Investigation  
TM  2-310  Apr 1950  Salt Water Intrusion, Calcasieu River, Louisiana, and Connecting Waterways; f1odel Investigation  
TM 2-313  Jun 1950  Study of Butterfly Valves for Pearl Investigation  River Locks; Model  
Tf4  2-320  Dec  1950  Memphis Harbor, Mississippi River; t1odel  Investigation  
TM  2-321  Dec 1950  Spillway for Philpott Dam, Investigation  Smith River, Virginia;  t~odel  
Tf4  2-325  Jul  1951  Spi 11 way and Outlet \~orks, East Branch Reservoir, Clarion River, Pennsylvania; Model Investigation  
TM  2-326  Aug  1951  Morganza Floodway Control Structure, ~1ississippi River; Hydraulic Model Investigation  
TM  2-334  Nov  1951  Wave Action and Breakwater Location, Port WashingtonHarbor, Wisconsin; t1odel Investigation  
TM  2-337  Delaware River Model  Study:  
May  1956  Report 1  Hydraulic and Salinity Verification  AD  709 741  
Jun 1954  Report 2  Salinity Tests of Existing Channel  AD  709 742  
Jan 1952  Report 3  Effects of Proposed Channel EnlargementBetween Philadelphia and Trenton  AD  709 743  
Jan 1959  Appendix A Tests of Alternate Alignments of Specific Reaches and Closure of Burlington Island Back Channel  AD  756 283  
f4ay 1964  Report 4  Oike Rehabilitation  AD  706 215  
TM  2-338  Flood Control Project, Hoosic River, Massachusetts:  North Adams,  

HYDRAULICS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD Number  
TM 2-338 (Cont)  Feb 1952  Report  Phase 1: Model Investigation of Stilling Basin and Junction  
Jun 1962  Report 2  Flood-Control Project, Hoosic River, North Adams, Massachusetts; Hydraulic Model Investigation (includes Report 1)  AD 757 403  
TM  2-339  Flood Control  Project, Hoosic River, Adams,  Massachusetts:  
Feb 1952  Report 1  Model Works  Investigation of Phase  of Improvement  
Feb 1957  Report 2  Model Works  Investigation of Phase 2 of Improvement  AD  756 398  
TM 2-340  May 1952  Spillway and Lock Approach, Jim Woodruff Dam, Apalachicola River, Florida; Model Investigation  
TM  2-342  Mar 1952  Plans for Reduction of Shoaling in Raritan River, Jersey; Model Investigation  New  
TM  2-346  Jun 1952  Outlet Works Stilling Basin for Texarkana Dam, Sulphur River, Texas; Hydraulic Model Investigation  
TM  2-347  Jun 1952  Flood-Control Outlet Works for Blakely Mountain Dam, Ouachita River, Arkansas; Hydraulic Hodel Investigation  
TM 2-348  Jul  1952  Lynnhaven Bay and  Inlet, Virginia; Model  Investigation  
TM 2-350  Oct 1952  Flood-Control Stilling Basin, Buford Dam, Chattahoochee River, Georgia; Hydraulic ~1odel Investigation  
TM 2-351  Oct 1952  Spillway for Genegantslet Dam, Genegantslet Creek, York; Hydraulic ~1odel Investigation  New  AD  756 395  
TM 2-355  Feb 1953  Channel Improvements, Model Investigation  Farm Creek, Illinois; Hydraulic  
TM 2-356  Feb 1953  Plans for Elimination of Shoaling in the Vicinity of Head of Passes, Mississippi River; Hydraulic Model Investigation  
TM 2-358  Apr 1953  Upstream Emergency Dam, Cheatham Lock, Cumberland River, Tennessee; Hydraulic Model Investigation  
TM  2-363  Apr  1953  Spillway for Belton Dam, Model Investigation  Leon River, Texas; Hydraulic  
TM  2-364  Roughness Standards for Hydraulic Models:  
Jun 1953  Report 1  Study of Finite Boundary Roughnessgular Flumes  in Rectan AD  050 414  

HYDRAULICS  LABORATORY  
Technical  f1emoranda  
Number  Date  Title  AD Number  
TM  2-365  Jun 1953  Stability of Rubble-Mound Breakwaters; Hydraulic Model Investigation  AD  021 075  
TM  2-366  Jun 1953  Plans for Improvement of Navigation Conditions at Greenville Bridge, Mississippi River; Model Investigation  
TM  2-367  Jun 1954  Surges in Southern Outfall Sewer and Flow Conditions in State Fairgrounds (Western Parkway) Pumping Plant, Louisville, Kentucky; Hydraulic ~1odel Investigation  
TM  2-369  Aug  1953  Spillway for Folsom Dam, American River, California; Hydraulic Model Investigation  
TM  2-374  Tidal  Flushing of Estuaries:  
Apr 1953 Revised  Report-1  Proposed Program of Investigations for Fiscal Years 1953 and 1954  AD  020 050  
Dec 1953  
TM  2-375  Dec  1953  Spillway and Conduits for Pine Flat Dam, Kings River,California; Hydraulic Model Investigation  
TM  2-376  Dec 1953  Flood-Control Project for Allentown, Pennsylvania;Hydraulic Model Investigation  AD  B951  669  
TM  2-378  Jan 1954  Spillway for Savage River Dam, Savage River, Maryland  
TM  2-381  Apr 1954  Submergible-Type Tainter Gate for Spillway, Cheatham Lock and Dam, Cumberland River, Tennessee; Hydraulic Model Investigation  
TM  2-382  Apr 1954  Plans for Improvement of Navigation Conditions in Corral Bay and the Valdivia River, Chile; Hydraulic Model Investigation  
H1  2-386  Jul  1954  Spillway for New Cumberland Dam, Ohio River, West Virginia; Hydraulic Model Investigation  
TM  2-387  Jun 1954  Tainter Gate Tests, Norfork Dam, North Fork River, Arkansas; f4odel and Prototype Investigations  
TM  2-388  Jun 1954  Old River Control Structure Sediment Diversion; Hydrau1 ic Model Investigation  
Oct 1957  Report 2  Second Phase  
TM  2-389  Jul  1954  Slide Gate Tests, Norfork Dam, North Fork River, Arkansas;Model and Prototype Investigations  
H1 2-393  Aug  1954  Sluic~ Outlet Portal and Spillway Flip Bucket, Hartwell Dam, Savannah River, Georgia; Hydraulic Model Investigation  

HYDRAULICS LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD Number  
Tt1 2-396  Dec 1954  Flood-Control Outlet Structures for Tuttle Creek Dam, Big Blue River, Kansas; Hydraulic t1odel Investigation  
TM 2-402  Apr 1955  Hydraulic Prototype Tests, Control Dam, Missouri River, Montana  Shaft 4,  Fort Peck  
TM 2-403  Apr 1955  Shoaling in Downstream Navigation Entrance to Chain of Rocks Canal, t1ississippi River; llydraul ic Model Investigation  
TM 2-404  r~ay 1955  Spillway for Gavins Point Dam, Hydraulic Model Investigation  Missouri  River, Nebraska;  
TM 2-405  11ay 1955  Wave Action and Breakwater Location, Taconite Harbor (Two Islands), Lake Superior, t1innesota; Hydraulic Model  
Investigation  
TM  2-411  Jul  1955  Preservation and Enhancement of Niagara Falls; Hydraulic Model Investigation (includes Appendix A)  AD  757 406  
Sep 1960  Appendix B  Restudy of Niagara Remedial  Control  Dam  AD  756 410  
TM  2-413  Jun 1955  Design of Tetrapod Cover Layer for a Rubble-Mound Breakwater, Crescent City Harbor, Crescent City, California; Hydraulic t4odel Investigation  
Tr1  2-417  Nov  1955  Plans for the Improvement of Grays Harbor and Point Chehalis, Washington; Hydraulic 11odel Investigation  
n1 2-428  Entrances  to Conduits of Rectangular Cross Section:  
Mar 1956  Report 1  Investigation of Entrance Flared in Four Directions  
Jun 1959  Report 2  Investigation of Entrances Flared in Three Directions and in One Direction  
TM 2-429  t1ar 1956  Hydraulic Capacity of t1eandering Channels in Straight Fl oodways; Hydraulic r~odel Investigation  
TM 2-431  11a r  1956  Outlet Works and Spillway for Garrison Dam, Missouri River, North Dakota; Hydraulic t1odel Investigation  AD  756 396  

Number TR 2-434 
TR 2-435 TR 2-444 
TR 2-446 TR 2-447 
TR 2-448 TR 2-449 TR 2-456 TR 2-457 TR 2-465 TR 2-468 TR 2-469 TR 2-485 
Date Jun 1956 
Jun 1956 Apr 1957 
Apr 1957 Apr 1957 Apr 1957 Jan 1957 
Dec 1956 Jul 1957 Jun 1959 Jan 1957 Jan 1957 Jun 1957 Jun 1957 Oct 1957 Dec 1957 Jan 1958 Jul 1958 
HYDRAULICS LABORATORY 
Technical Reports Title Flood-Control Project for Northwest Branch, Anacostia 
River, District of Columbia and Maryland; Hydraulic
Model Investigation Vibration and Pressure-Cell Tests, Flood-Control Intake Gates, Fort Randall Dam, Missouri River, South Dakota 
Investigation for Reduction of t1aintenance Dredging in Charleston Harbor, South Carolina; Summary Report of Model Investigation 
Appendix Subsidiary Model Tests Appendix 2 Data Plots Appendix 3 Flow-Pattern Photographs Navigation Conditions at Markland Locks and Dam, Ohio 
River; Hydraulic Model Investigation 
Old River Low-Sill Control Structure; Hydraulic Model Investigation: Report 1 Downpull Forces on Vertical-Lift Gates Report 2 Studies of Riprap Placement Plans Report 3 Study of Over-all Performance Flood Protection Plans for Cumberland, t1aryland, and 
Ridgeley, West Virginia; Hydraulic Model Investigation 
Wave Run-Up and Overtopping, Levee Sections, Lake Okeechobee, Florida; Hydraulic Model Investigation Plans for Regulation of Levels of Lake Erie; Hydraulic 
Model Investigation 
Dispersion of Effluent in Delaware River from New JerseyZinc Company Plant; Hydraulic Model Investigation Flood-Control Project for Kalamazoo River at Battle 
Creek, Michigan 
Blackstone River Flood-Control Project at Woonsocket, Rhode Island; Hydraulic t1odel Investigation Navigation Conditions at Greenup Locks and Dam, Ohio 
River; Hydraulic t1odel Investigation Stilling Basin for Warrior Dam, Warrior River, Alabama; Hydraulic t4odel Investigation 
AD Number 
AD 756 374 
AD 756 437 
AD 756 438 
AD 756 326 
AD 756 445 

Number TR 2-488 TR 2-489 TR 2-491 TR 2-494 
TR 2-496 TR 2-497 
TR 2-498 TR 2-500 
TR 2-504 TR 2-509 TR 2-510 TR 2-511 TR 2-513 TR 2-517 
TR 2-519 TR 2-520 
Date Nov 1958 Nov 1958 Feb 1959 Mar 1959 
~1ar 1959 
Apr 1959 
Apr 1959 May 1959 
Jun 1959 Jun 1959 Jun 1959 Jun 1959 Jun 1959 Jul 1959 Sep 1960 
Aug 1959 Jul 1959 
HYDRAULICS LABORATORY 
Technical Reports 
Title 
Stilling Basin Modifications, Bull Shoals Dam, White River, Arkansas; Hydraulic Model Investigation 
Surges in the Intermediate Pool of Long Sault Canal, St. Lawrence River; Hydraulic Model Investigation 
Old River Overbank Structure, Forces on Panel Gates; Hydraulic Model Investigation 
Effects of Proposed Closure of Southwest Pass on the Regimen of Vermilion Bay, Louisiana; Hydraulic l~odel Investigation 
Old River Project; Rock-Fill Initial Closure Dam; Hydrau1ic l~odel Investigation 
Filling and Emptying Characteristics of Calumet River Lock, Calumet-Sag Project, Illinois; Hydraulic Model Investigation 
Spillway and Outlet Works, Townshend Dam and Reservoir, West River, Vermont; Hydraulic 1·1odel Investigation 
Filling and Emptying System, Port Allen Navigation Lock, Gulf Intracoastal Waterway, Louisiana; Hydraulic Model Investigation 
Spillway and Conduits for Table Rock Dam, White River, Missouri; Hydraulic Model Investigation 
Location and Design of Wave Absorber, Gary Harbor, Indiana; Hydraulic Model Investigation 
Prototype Hydraulic Tests of Flood-Control Conduit, Enid Dam, Yocona River, Mississippi 
Prototype Tests of Spillway Crest and Flip Bucket, Pine Flat Dam, Kings River, California 
Outlet Works for Abiquiu nam, Rio Chama, New Mexico; Hydraulic ~1odel Investigation 
Navigation Conditions at Troy Lock and Dam, Hudson River, New York; Hydraulic Model Investigation 
Appendix A Results of Supplemental Tests 
Walter F. George Lock and Dam, Chattahoochee River, Alabama and Georgia; Hydraulic 1·1odel Investigation 
Modifications of Control Shaft, Fort Peck Dam Tunnel 4, Missouri River, Montana; Hydraulic t1odel Investigation 
AD Number 
AD 756 444 
AD 760 937 

AD 756 439 AD 760 936 AD 760 933 AD 760 934 AD 756 375 AD 756 332 
AD 760 935 AD 756 277 
Number  Date  
TR  2-523  Sep 1959  
TR 2-527  Oct 1959  
TR 2-528  Oct 1959  
TR 2-531  Jan 1960  
TR 2-532  Jan 1960  
TR 2-535  Feb 1960  
TR 2-536  Feb 1960  
TR 2-537  Jun 1961  
TR 2-549  Jun 1960  
TR 2-551  Jul  1960  
TR 2-552  Jun 1960  
TR 2-555  Aug  1960  
TR 2-556  Aug  1960  
TR 2-557  Sep 1960  
TR 2-558  Dec  1960  
TR 2-561  Apr 1961  
TR 2-566  May 1961  

HYDRAULICS  LABORATORY  
Technical  Reports  
Title  AD  Number  
Wave Action and Breakwater Location, Harbor of Refugefor Light-Draft Vessels, Barcelona, New York; Hydraulic Model Investigation  AD  760 938  
Emergency Gate, Greenup Locks, Ohio River, Kentucky; Hydraulic ~1odel Investigation  AD  760 940  
Spillway and Outlet Works, Fort Randall Dam, Missouri River, South Dakota; Hydraulic Model Investigation  AD  760 939  
Spillways and Stilling Basins, Jackson Dam, Tombigbee River, Alabama; Hydraulic f·1odel Investigation  AD  757 411  
Navigation Conditions at Jackson Lock and Dam, TombigbeeRiver, Alabama; Hydraulic Model Investigation  AD  757 413  
Navigation Conditions at New Richmond Locks and Dam, Ohio River; Hydraulic Model Investigation  AD  760 435  
Proposed Relocation of North Entrance Channel, Buffalo Harbor, Buffalo, New York; Hydraulic Model Investigation  AD  756 279  
' Culvert Tainter Valves, New Lock No. River; Hydraulic ~1odel Investigation  19, Mississippi  AD  757 412  
Filling and Emptying System, Old River Navigation Lock, Louisiana; Hydraulic Model Investigation  AD  757 410  
Outlet Works, Black Butte Dam, Stony Creek, California; Hydraulic Model Investigation  AD  760 941  
Hydraulic Prototype Tests of Tainter Valve, McNary Lock, Columbia River, Washington  AD  760 942  
Spillway, Stilling Basin, and Flood-Control Conduits, Keystone Dam; Arkansas River; Hydraulic Model Investigation  AD  760 944  
Filling and Emptying Characteristics of Barge Canal Lock, Sacramento River Deep-Water Ship Channel Project, California; Hydr~ulic Model Investigation  AD  760 943  
Outlet Works, Oahe bam, Missouri Hydraulic Model Investigation  River,  South Dakota;  AD  756 275  
Dardanelle Lock and .Dam, Arkansas River, Arkansas; Hydraulic Model Investigation  AD  756 280  
Filling and Emptying System, New Poe Lock, St. f4arys River, Sault Ste. Marie, Michigan; Hydraulic Model Investigation  AD  756 276  
Spillway for Markland Locks and Dam, Ohio River, Kentucky and Indiana; Hydraulic Model Investigation  AD  761 725  

HYDRAULICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 2-567  May 1961  Designs for Rubble-Mound Breakwater Repair, Morro BayHarbor, California; Hydraulic f1odel Investigation  AD  756 278  
TR 2-568  Jun 1961  Carlyle Dam, Kaskaskia River, Illinois; Hydraulic Model Investigation  AD  756 284  
TR 2-571  Jul  1961  Navigation Conditions, Columbia Lock and Dam, Chattahoochee River, Georgia and Alabama; Hydraulic Model Inves tiga ti on  AD  761 724  
TR 2-572  Jul  1961  Spillway, Greenup Locks and Dam, Ohio River, Kentuckyand Indiana; Hydraulic f~odel Investigation  AD  761 723  
TR 2-573  Jul  1961  Intake Studies, Dardanelle Lock, Arkansas River, Arkansas; Hydraulic Model Investigation  AD  761 722  
TR 2-575  Jul  1961  Eufaula Dam Spillway, Canadian River, Oklahoma; Hydrau1ic r~odel Investigation  AD  761 721  
TR 2-576  Aug  1961  Navigation Improvements in Barnhart Island-Cornwall Island Reach, St. Lawrence River; Hydraulic Model Investigation  AD  761 720  
TR 2-577  Aug  1961  Navigation Conditions at Pike Island Locks and Dam, Ohio River; Hydraulic Model Investigation  AD  723 947  
TR 2-578  Oct  1961  Spillway and Stilling Basin, Columbia Dam, Chattahoochee River, Alabama and Georgia; Hydraulic f4odel Investigation  AD  724 925  
TR 2-579  Oct 1961  Spillway Stilling Basins for f4axwell and Opekiska Locks and Dams, Monongahela River, Pennsylvania and West Virginia; Hydraulic Model Investigation  AD  724 926  
TR 2-580  Savannah Harbor Investigation and Mod~l Study:  
Volume  III  Results of Model  Investigations:  
Oct 1961  Section 1  Model  Verification and Results of General  AD  724 927  
Studies  
Oct 1961  Section 2  Tests of Improvement Plans  AD  724 928  
Nov  1963  Section  3  Results of Supplemental  Tests  AD  724 929  
Mar 1965  Section 4  Results of Tests of Increased Channel  AD  724 930  
Dimensions, by H. J. Rhodes and H. B. Simmons  
Apr  1965  Section 5  ~Jilmington River Pollution, by H. and H. B. Simmons  J. Rhodes  AD  724 931  
Oct 1965  Section 6  Results of Bank Erosion  in North Channel,  AD  724 932  
by H.  J. Rhodes and H.  B. Simmons  

Number 
TR 2-580 (Cont) 
TR 2-585 
TR 2-586 TR 2-605 TR 2-608 
TR 2-611 
TR 2-616 TR 2-617 TR 2-620 
TR 2-621 TR 2-623 TR 2-626 TR 2-628 TR 2-631 
Date Sep 1979 
Nov 1961 
Dec 1961 Jun 1962 Aug 1962 
Nov 1962 
Jan 1963 Jan 1963 Mar 1963 
Mar 1963 Apr 1963 Jun 1963 Jun 1963 Jul 1963 
HYDRAULICS LABORATORY 
Technical Reports 
Title 	AD Number 
Volume IV 	Reanalysis of Freshwater Control Plan; AD A075 328 Numerical Model Study, by C. J. Huval, 
R. H. Multer, P. K. Senter, and M. B. Boyd 
Spillway for New Cumberland Locks and Dam (Final Design), AD 724 933 Ohio River, West Virginia; Hydraulic Model Investigation 
Spillway Stilling Basin for Pike Island Locks and Dam, AD 724 934 Ohio River, Ohio and West Virginia; Hydraulic Model Investigation 
Spillway for Big Bend Dam, ~·1issouri River, South Dakota; AD 723 945 Hydraulic Model Investigation 
Development and Maintenance of Navigation Channel, AD 723 946 Arkansas River, Arkansas and Oklahoma; Hydraulic l~odel Investigation 
Spillway for John Redmond Dam, Grand (Neosho) River, AD 854 674 Kansas; Hydraulic ~1odel Investigation 
Wave Action and Breakwater Location, Superior Entry, AD 728 095 Duluth-Superior Harbor, Superior, Wisconsin; HydraulicModel Investigation 
Improvement of Navigation Conditions, Conneaut Harbor, AD 724 140 Ohio; Hydraulic Model Investigation 
Impact-Type Energy Dissipator for Storm-Drainage Out-AD 710 996 falls, Stilling Well Design; Hydraulic Model Investi
gation 
Spillway and Sluices, Allegheny Dam, Allegheny River, AD 717 972 Pennsylvania and New York; Hydraulic r~odel Investigation 
Navigation and Sedimentation Conditions at Typical Lock AD 717 973 and Dam, Arkansas River, Arkansas and Oklahoma; HydraulicModel Investigation 
Flow Characteristics in Flood-Control Tunnel 10, Fort AD 717 974 Randall Dam, Missouri River, South Dakota; Hydraulic Prototype .Tests 
Detached Breakwater and Improved Navigation Entrance, AD 717 975 Lorain Ha~bor, Lorain, Ohio; Hydraulic r~odel Investigation 
Stability of South Jetty, Siuslaw River, Oregon; Hydrau-AD 717 976 1ic Model Investigation 
Number TR 2-633 
TR 2-636 
TR 2-640 TR 2-643 TR 2-644 TR 2-645 TR 2-650 
TR 2-651 TR 2-653 
TR 2-655 
TR 2-657 
Unnumbered 
nate Sep 1963 Nov 1963 
Jan 1964 Feb 1964 Feb 1964 Mar 1964 Jun 1964 
Jun 1964 Aug 1964 Sep 1964 
Oct 1965 
Sep 1964 
Feb 1957 Jan 1959 
HYDRAULICS LABORATORY 
Technical Reports 
Title 
Typical Spillway Structure for Central and Southern Florida Water-Control Project; Hydraulic Model Investigation 
Effects on Lake Pontchartrain, Louisiana, of Hurricane Surge Control Structures and Mississippi River-Gulf Outlet Channel; Hydraulic Model Investigation 
Design for Rubble-t1ound Breakwater Construction, Tsoying Harbor, Taiwan; Hydraulic t1odel Investigation 
Spillway, Millers Ferry Lock and Dam, Alabama River, Alabama; Hydraulic t1odel Investigation 
Designs for Rubble-Mound Breakwater Repair, Kahului Harbor, Maui, Hawaii; Hydraulic Model Investigation 
Spillway for Proctor Dam, Leon River, Texas; Hydraulic Model Investigation 
Stability of Riprap and Discharge Characteristics, Overflow Embankments, Arkansas River, Arkansas; Hydrau1ic Model Investigation 
Operating Forces on Miter-Type Lock Gates 
Spillway for Amistad Dam, Rio Grande, ~1exico and United States; Hydraulic Model Investigation 
Spillway for Typical Low-Head Navigation !Jam, Arkansas River, Arkansas; Hydraulic Model Investigation, by 
J. L. Grace 
Appendix A 	Gate Sills and Stilling Basins for Locks and Dams Nos. 5 and 7; Hydraulic Model Investigation, by R. S. Cummins and J. L. Grace 
Spillway for Oahe Dam, Missouri River, South Dakota; Hydraulic Model Investigation, by E. S. Melsheimer and 
A. D. Rooke 
Model Study 	of Narragansett Bay: 
Interim Report 	Protection of Narragansett Bay from Hurricane Tides; Hydraulic Model Investigation 
Interim Report 2 	Effects of Lower Bay Barriers on 
Salinities, Shoaling and Pollution in Narragansett Bay; Hydraulic Model Investigation 
AD Number 
AD 717 977 

AD 717 978 
AD 879 946 AD 717 979 AD 717 980 AD 71 7 981 AD 717 873 
AD 718 219 AD 718 223 
AD 718 218 
AD 718 224 
A.D 718 222 
Number 
Unnumbered (Cont) 
TR 2-662 TR 2-663 TR 2-667 TR 2-668 TR 2-671 TR 2-672 TR 2-673 TR 2-678 
TR 2-683 TR 2-684 TR 2-685 
TR 2-687 
Date Sep 1959 Sep 1959 
Oct 1964 Oct 1964 Jan 1965 Jan 1965 Jan 1965 Jan 1965 Mar 1965 Jun 1965 
Jul 1965 Jul 1965 Aug 1965 
Aug 1965 
HYDRAULICS LABORATORY 
Technical Reports 
Title 
Interim Report 3 	Effects of Fox Point Barrier on Water Temperatures 
Interim Report 4 	Effects of Cooling-Water Channel on Temperatures of Cooling Water for Power Stations 
Protection of Narragansett Bay from Hurricane Surges;Summary Report; Hydraulic Model Investigation, by H. B. Simmons 
Discharge Characteristics of Hurricane Barriers, Wareham-Marion, Massachusetts; Hydraulic Model Investigation, by E. C. McNair and J. L. Grace 
Spillway ~1odifications, Miraflores Dam, Panama Canal Zone; Hydraulic t1odel Investigation, by T. E. Murphyand R. S. Cummins 
Wave Action and Breakwater Location, Half Moon BayHarbor, Half Moon Bay, California; Hydraulic Model Investigation, by H. B. Wilson 
Selection of Optimum Plan for Reduction of Wave Action in Harina del Rey, Venice, California; Hydraulic
Model Investigation, by C. W. Brasfeild 
Navigation Conditions at Maxwell Locks and Dam, Monongahela River'; Hydraulic Model Investigation, by J. J. Franco and C. D. McKellar 
Spillway and Sluices, Red Rock Dam, Des Moines River, Iowa; Hydraulic Model Investigation, by D. R. Bucci and T. E. Murphy 
Filling and Emptying System, Jonesville Lock, OuachitaBlack Rivers, Louisiana; Hydraulic Model Investigation,by N. R. Oswalt, J. H. Ables, M. B. Boyd, and T. E. 
t1urphy 
Spillway for Stockton Dam, Sac River, Missouri; Hydraulic Model Investigation, by E. S. Melsheimer 
Outlet Works, DeGray Dam, Caddo River, Arkansas; Hydraulic Model Investigation, by D. R. Bucci 
Prototype Hawser-Force Measurements, Jackson Lock, Tomhigbee River, Alabama, by J. V. Dawsey, C. J. Huval, and W. C. Blanton 
Spillway for Belleville Locks and Dam, Ohio River, Ohio 
and West Virginia; Hydraulic Model Investigation, by
G. A. Pickering 
AD AD AD AD AD AD AD AD AD AD AD 
AD AD AD 
AD 
Number 950 208 950 207 718 220 756 282 718 801 718 678 
718 684 718 679 
718 680 
718 681 
718 682 718 683 719 169 
719 170 
Number  Date  
TR 2-689  Aug  1965  
TR 2-690  Aug  1965  
TR 2-692  Sep 1965  
TR 2-694  Sep 1965  
TR 2-696  Oct 1965  
TR 2-697  Oct 1965  
TR 2-698  Nov  1965  
TR 2-705  Nov  1965  
TR 2-708  Dec  1965  
TR 2-709  Dec  1965  
TR 2-710  Dec  1965  
TR 2-711  Jan 1966  
TR 2-713  Feb 1966  

HYDRAULICS LABORATORY 
Technical Reports 
Title 
Tests of Structure Orientation, Spillway, and Lock Emergency Gate; Barkley Lock and Dam, Cumberland River, Kentucky; Hydraulic Model Investigation, by T. E. Murphy and R. S. Cummins 
Plans for Reducing Shoaling, Southwest Pass, Mississippi River; Hydraulic t1odel Investigation, by H. B. Simmons and H. J. Rhodes 
Model Study of Bessie Cutoff, Mississippi River; Hydraulic Model Investigation, by J. J. Franco and J. E. Glover 
Hudson River Channel, New York and New Jersey; Plans to Reduce Shoaling in Hudson River Channels and Adjacent Pier Slips, by H. B. Simmons and W. H. Bobb 
Selection of Optimum Plan for Improvements in Nassau Harbor, Nassau, New Providence, Bahamas; Hydraulic Model Investigation, by C. W. Brasfeild 
Stability of Rubble-~1ound Breakwaters, Nassau Harbor, Nassau, New Providence, Bahamas; Hydraulic Model Investigation, by R. A. Jackson 
Lock Filling and Emptying System, Holt Lock and Dam, Warrior River, Alabama; Hydraulic Model Investigation, by T. E. Murphy and J. H. Ables 
Outlet Works, Cochiti Dam, Rio Grande, New Mexico; Hydraulic Model Investigation, by D. R. Bucci and 
T. E. Murphy 
U. S. Navy Ship t·1ooring Facility, West Coast of Point Lorna, San Diego, California; Hydraulic Model Investigation, by C. W. Brasfeild and C. E. Chatham 
Drop Structure, Cayuga Inlet, Cayuga Lake, New York; Hydraulic Model Investigation, by E. S. Melsheimer and T. E. Murphy 
Spillway for Cannelton Locks and Dam, Ohio River, by J. L. Grace and G. A. Pickering 
Matagorda Ship Channel t1odel Study, t1atagorda Bay,Texas; Hydraulic Model Investigation, by H. J. Rhodes and H. B. Simmons 
Filling and Emptying System, Cannelton Main Lock, Ohio River, and Generalized Tests of Sidewall Port Systems for 110-by 1200-Ft Locks; Hydraulic Model Investigation, by J. H. Ables and t1. B. Boyd 
AD Number 
AD 719 171· 

AD 719 172 AD 719 173 AD 720 971 AD 719 238 AD 719 816 AD 719 680 AD 719 681 AD 719 682 AD 719 683 AD 719 684 
AD 719 685 AD 719 686 
Number  nate  
TR 2-715  Feb 1966  
TR 2-716  Apr 1966  
TR 2-718  Mar 1966  
TR 2-719  Jun 1966  
TR 2-724  Jun 1966  
TR 2-725  Jun 1966  
TR 2-728  May 1966  
TR 2-730  Jun 1966  
TR 2-731  Jun 1966  
TR 2-733  Jul  1966  
TR 2-734  Jul  1966  
TR 2-735  
Dec 1968  
Aug 1966  
Nov  1966  

HYDRAULICS 	LABORATORY 
Technical Reports 
Title 
Resistance Coefficients for Structural Plate CorrugatedPipe; Hydraulic Model Investigation, by J. L. Grace 
Flow in Chute Spillway at Fort Randall Dam; Hydraulic
Prototype Tests, by C. J. Huval 
Filling and Emptying Systems, Millers Ferry and Jones Bluff Locks, Alabama River, Alabama; Hydraulic Model 
Investigation, by J. H. Ables and ~1. B. Boyd 
Spillway and Outlet Works, Shelbyville Dam, Kaskaskia River, Illinois; Hydraulic Model Investigation, by
D. R. Bucci and J. L. Grace 
Design for Optimum Wave Conditions, Dana Point Harbor,Dana Point, California; Hydraulic Model Investigation,by H. B. Wilson 
Designs for Rubble-Mound Breakwaters, Dana Point Harbor, California; Hydraulic Model Investigation, by Yin-Ben 
Dai and R. 	A. Jackson 
Stability of Seawall, Texas City; Hydraulic Model Investigation, by R. A. Jackson 
Drop Structures for Walnut Creek Project, Walnut Creek, California; Hydraulic Model Investigation,by G. A. Pickering 
Spillway, Hannibal Locks and Dam, Ohio River, Ohio and West Virginia; Hydraulic Model Investigation, by
G. A. Pickering 
Reduction of Shoaling in Charleston Harbor and Navigation Improvement of Cooper River, South Carolina; Hydraulic Model Investigation, by
W. H. Bobb 	and H. B. Simmons 
Culvert Pressures, Greenup Lock, Ohio River,Kentucky; Hydraulic Prototype Tests, by
P. M. Smith and R. A. Yates 
Model Studies of Navigation Improvements, Columbia River Estuary: 
Report 1 Hydraulic and Salinity Verification, by 
F. A. Herrmann 
Report 2 Entranc~ Studies: 
Section 1 	Fixed-Bed Studies of South Jetty Rehabilitation, by F. A. Herrmann and H. B. Simmons 
Section 2 	Fixed-Bed Studies of North Jetty Rehabilitation, by F. A. Herrmann and H. B. Simmons 
AD Number 
AD 631 004 
AD 719 687 
AD 720 192 
AD 720 186 
AD 720 190 
AD 720 189 
AD 720 188 
AD 720 187 
AD 720 191 
AD 720 193 

AD 720 544 

AD 720 545 

AD 720 546 
AD 720 547 

Number 
TR 2-735 (Cont) 
TR 2-736 TR 2-738 TR 2-739 TR 2-740 
TR 2-742 
TR 2-743 TR 2-745 TR 2-746 TR 2-749 
Date Apr 1972 Jul 1974 
Feb 1971 Aug 1966 Sep 1966 Sep 1966 
Sep 1966 Sep 1966 Oct 1966 
Nov 1966 Oct 1966 Oct 1966 Nov 1966 
HYDRAULICS 	LABORATORY 
Technical 	Reports 
Title 
Section 3 	Fixed-Bed Studies of Disposal Areas C and D, by F. A. Herrmann 
Section 4 	Jetty A Rehabilitation, Jetty B, and 
Outer Bar Channel Relocation, by F. A. 
Herrmann, Jr. 

Report 3 	40-Ft Channel Studies: 
Section 1 	Wauna-Lower 14estport Bar, by F. A. Herrmann 
Navigation Conditions at Locks and Dam No. 4, Monongahela River, Pennsylvania; Hydraulic Model Investigation, by C. D. McKellar and J. J. Franco 
Navigation Conditions at Belleville Locks and Dam, Ohio River; Hydraulic Model Investigation, by J. J. Franco and L. J. Shows 
Filling and Emptying System, Cordell Hull Navigation Lock, Cumberland River, Tennessee; Hydraulic Model Investigation, by N. R. Oswalt and ~1. B. Boyd 
Investigation of In-Shore Harbor, Site X: 
Report 1 	Design for Optimum Wave Conditions; Hydraulic Model Investigation, by H. B. Wilson 
Report 2 	Designs of Riprap Cover Layers; Hydraulic Mod~l Investigation, by R. A. Jackson 
Steady-Flow Stability Tests of Navigation Opening Structures, Hilo Harbor Tsunami Barrier, Hilo, Hawaii; Hydrauli.c Model Investigation, by N. R. Oswalt and 
M. B. Boyd 
Filling and Emptying Systems, Low-Lift Locks, Arkansas River Project; Hydraulic Model Investigation, by 
J. H. Ables and M. B. Boyd 
Spillway and Navigation Conditions, Holt Lock and Dam, 
Warrior River, Alabama; Hydraulic Model Investigation, 
by E. S. Melsheimer and T. E. Murphy 
Navigation 	Conditions at Lock and Dam No. 4, Arkansas 
River; Hydraulic Model Investigation, by J. J. Franco 
and C. D. 	McKellar 
Navigation Conditions at ~1cAlpine Locks and Dam, Ohio 
River; Hydraulic Model Investigation, by J. J. Franco 
and C. D. 	McKellar 
AD 
AD 

AD AD AD 
AD AD AD 
AD AD AD AD 
Number 742 274 
720 548 720 549 720 977 
720 973 720 982 720 981 
720 975 720 979 720 984 722 219 
HYDRAULICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR  2-751  Jan 1967  Comparison Tests of Plain and Rifled Dredge DischargePipe, by E. B. Pittard, J. E. Glover, and A. G. Davis  AD  722 215  
TR  2-752  nee  1966  Fremont Drop Structure and Friction Channel, SanduskyRiver, Ohio; Hydraulic Model Investigation, by E. S. Melsheimer and J. L. Grace  AD  721 986  
TR 2-754  Jan 1967  Effects of Hurricane Barrier on Navigation Conditions in East Passage, Narragansett Bay, Rhode Island; Hydrau1 ic Model Investigation, by J. G. Housley  AD  721 985  
TR  2-755  Jan 1967  Model Study of Hopper Dredges; Hydraulic Model gation, by J. J. Franco  Investi- AD  722 214  
TR  2-756  Feb 1967  Navigation Conditions at Columbia Lock and Dam, Ouachita River, Louisiana; Hydraulic Model Investigation, byJ. J. Franco and L. J. Shows  AD  722 220  
TR 2-760  Feb 1967  Drop Structure for Gering Valley Project, Scottsbluff County, Nebraska; Hydraulic Model Investigation, byT. E. Murphy  AD  722 226  
TR 2-761  Feb 1967  Selection of Optimum Alignment, Length and Height of Breakwaters, New Buffalo Harbor, Michigan; Hydraulic Model Investigation, by Y. B. Dai and H. B. Wilson  AD  722 229  
TR 2-762  Feb 1967  Control Structure, Little Sioux River, Iowa; HydraulicModel Investigation, by T. E. Murphy  AD  722 210  
TR  2-765  Mar 1967  Turtle Creek, Pennsylvania, Channel Improvement; Hydraulie Model Investigation, by J. E. Glover and J. J. Franco  AD  722 212  
TR 2-766  Mar 1967  Stability of Proposed Breakwater, Burns Waterway Harbor, Indiana; Hydraulic Model Investigation, by R. A. Jackson  AD  722 218  
TR  2-767  Apr 1967  r~agic Island Complex, Including Kewalo Basin and Ala Wai Boat Harbor, Honolulu, Oahu, Hawaii; Hydraulic Model Investigation, by C•.W. Brasfeild and C. E. Chatham  AD  722 227  
TR  2-774  Apr 1967  Outlet Structure for Eau Galle Reservoir, Eau Galle River, Wisconsin; Hydraulic Model Investigation, by  AD  722 208  
E. S. Melsheimer  
TR 2-775  Apr 1967  Navigation Conditions at Millers Ferry Lock and nam, Alabama River, Alabama; Hydraulic ~1odel Investigation, by J. J. Franco and L. J. Shows  AD  722 211  
TR  2-776  May 1967  Willow Springs and Sag Junction Diversions, Chicago Sanitary and Ship Canal, Illinois; Hydraulic Model Investigation, by T. E. Murphy  AD  722 230  
TR 2-778  May  1967  Modernization of Filling and Emptying System, Existing McAlpine Lock (Old No. 41), Ohio River, Louisville, Kentucky; Hydraulic Model Investigation, by J. H. Ables and T. E. r~urphy  AD  722 209  

Number  Date  
TR 2-792  Aug  1967  
TR 2-795  Sep 1967  
TR 2-796  Sep 1967  
TR 2-799  Nov  1967  
TR 2-805  Dec  1967  
TR 2-806  Dec 1967  
TR 2-809  Jan 1968  
TR 2-810  Jan 1968  
TR 2-815  ~1ar 1968  
TR 2-817  Mar 1968  
TR  H-68-1  Nov  1968  
TR  H-68-2  Jun 1968  
TR H-68-3  Jun 1968  
TR H-68-4  Sep 1968  
TR  H-68-5  Sep 1968  

HYDRAULICS LABORATORY 
Technical Reports 
Title 
Stability of Rubble-Mound Tsunami Barrier, Hilo Harbor, Hawaii; Hydraulic Model Investigation, by A. M. Kamel 
Arkansas River Navigation Entrance; Hydraulic Model Investigation, by J. J. Franco, L. J. Shows, and J. E. Foster 
Navigation Conditions at Hannibal Locks and Dam, Ohio River, Ohio and West Virginia; Hydraulic Model Investigation, by J. J. Franco and J. E. Glover 
Wave Action and Breakwater Location, Noyo Harbor, California; Hydraulic Model Investigation, by H. B. Wilson 
Expansion of Santa Barbara Harbor, California; Hydraulic Model Investigation, by J. W. Ball and C. W. Brasfeild 
Expansion and Revision of Kawaihae Harbor, Hawaii; Hydraulic Model Investigation, by C. W. Brasfeild and 
C. E. Chatham 
Spillway for Kaysinger Bluff Dam, Osage River, Missouri; Hydraulic Model Investigation, by G. A. Pickering 
Acoustic Flowmeter Prototype Evaluation Tests, by E. B. Pickett 
Spillway for West Point Dam, Chattahoochee River, Alabama and Georgia; Hydraulic Model Investigation, by J. L. Grace and E. S. Melsheimer 
Navigation Conditions at Lock and Dam No. 9, Arkansas River; Hydraulic Model Investigation, by J. J. Franco and L. ,J. Shows 
Prototype Measurements of Hydro-Power Plant Transients, Garrison and Oahe Dams, Missouri River, North and South Dakota, by E. B. Pickett 
Hydraulic Characteristics of 11obile Breakwaters Composed of Tires or Spheres; Hydraulic Laboratory Investigation, by A. M. Kamel and D. D. Davidson 
Limiting Heights of Breaking and Nonbreaking Waves on Rubble-Mound Breakwaters; Hydraulic 14odel Investigation,by R. A. Jackson 
Effect of Valve Position in a Sidewall Port Filling System, Newburgh Lock, Ohio River; Hydraulic f4odel 
Investigation, by J. 0. Farrell and J. H. Ables 
Navigation Conditions at Robert S. Kerr Lock and Dam, Arkansas River; Hydraulic f~odel Investigation, by 
J. J. Franco and J. E. Glover 
AD Number 
AD 721 961 
AD 722 213 

AD 723 944 
AD 723 951 AD 723 938 AD 723 937 
AD 723 982 AD 723 983 AD 723 407 
AD 723 962 
AD 723 956 
AD 835 673 AD 673 129 AD 724 108 AD 723 953 
Number  Date  
TR H-68-6  Sep 1968  
Jun 1971  
TR H-68-7  Sep 1968  
TR  H-68-8  Sep 1968  
TR  H-68-9  Sep 1968  
TR H-68-10  Nov  1968  
TR H-69-1  Jan 1969  
TR H-69-2  Feb 1969  
TR H-69-3  Feb 1969  
TR H-69-4  Apr 1969  
TR  H-69-5  Apr 1969  
TR H-69-6  Apr 1969  
TR H-69-7  May 1969  
TR  H-69-8  Jun 1969  
and C. D. McKellar 


HYDRAULICS LABORATORY 
Technical Reports 
Title 
Design for Optimum Wave Conditions, Crescent City Harbor, Crescent City, California; Hydraulic Model Investigation, by P. K. Senter and C. W. Brasfeild 
Appendix A 	Results of Supplemental Tests; Hydraulic Model Investigation, by P. K. Senter 
Navigation Conditions in Fort Smith Reach, Arkansas River; Hydraulic Model Investigation, by J. J. Franco and L. J. Shows 
Navigation Conditions at Lock and Dam No. 3, Arkansas River, Arkansas and Oklahoma; Hydraulic ~1odel Investigation, by J. J. Franco and C. D. tkKellar 
Wave and Surge Conditions After Proposed Expansion of t1onterey Harbor, Monterey, California; Hydraulic Model Investigation, by C. E. Chatham 
Navigation Conditions at Ozark Lock and Dam, Arkansas River; Hydraulic Model Investigation, by J. J. Franco 
Kaskaskia River Navigation Project, Illinois; Hydraulic Model Investigation, by J. J. Franco and C. D. McKellar 
Model Study of Gaiveston Harbor Entrance, Texas; Hydraulic Model Investigation, by H. B. Simmons and R. A. Boland 
Navigation Conditions at Lock and Dam No. 7, Arkansas 
River; Hydraulic f1odel Investigation, by J. J. Franco 
and C. D. McKellar 
Ansonia-Derby Local Protection Project, Naugatuck and 
Housatonic Rivers, Connecticut; Hydraulic Model Inves
tigation, by G. A. Pickering and T. E. Murphy 
Filling and 	Emptying System, Dardanelle Lock, Arkansas 
River; Hydraulic Model Investigation, by J. H. Ables 
and t1. B. Boyd · 
Design for Expansion of Port San Luis, California; 
Hydraulic l~odel Investigation, by C. E. Chatham and 
C. W. Brasfeil d 
Spillway for Rend Lake Reservoir, Big r1uddy River, 
Illinois; Hydraulic t1odel Investigation, by B. P. 
Fletcher and J. L. Grace 
Wave Action 	in Mission Bay Harbor, California; Hydrau
lic 11odel Investigation, by J. W. Ball and C. W. 
Brasfeild 
AD Number 
AD 723 955 

AD 723 975 AD 723 973 AD 723 954 AD 723 952 AD 723 959 
AD 723 949 AD 723 967 AD 723 969 AD 723 958 AD 723 966 AD 723 957 AD 723 968 
HYDRNJLICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  H-69-9  Jun 1969  Theoretics in Design of the Proposed Crescent City Harbor Tsunami Model, by G. H. Keulegan, J. Harrison, and M. J. Mathews  AD  723 965  
TR H-69-10  Jul  1969  Mechanics of Flow from Stratified Reservoirs  in  the  AD  723 976  
Interest of Hater Quality; Hydraulic Laboratory Investigation, by J. P. Bohan and J. L. Grace  
TR  H-69-11  Aug  1969  Webbers Falls Lock and Dam, Arkansas River Navigation Project; Hydraulic Model Investigation, by J. J. Franco and J. E. Glover  AD  724 107  
TR H-69-12  Galveston Bay Hurricane Surge Study:  
Sep 1969  Report 1  Effects of Proposed Barriers on Hurricane Surge Heights; Hydraulic Model Investigation, by N. J. Brogdon  AD  709 587  
Har 1973  Appendix A  Calibration Tests; Hydraulic Model Investigation, by R. A. Sager and E. C. ~kNair, Jr.  AD  759 119  
Jul  1970  Report 2  Effects of Proposed Barriers on Tides, Currents, Salinities, and Dye Dispersion for Normal Tide Conditions, by H. H. Bobb and R. A. Boland  AD  756 125  
Jul  1970  Appendix A  Dye Time-Concentration Curves  
t1ar 1973  Appendix B  Calibration Tests; Hydraulic t1odel Investigation, by R. A. Sager and E. C. t·1ct~air, Jr.  AD  759 120  
Jul  1970  Report 3  Effects of Plan 2 Alpha and Plan 2 Gamma Barriers on Tides, Currents, Salinities, and Dye Dispersion for Normal Tide Conditions; Hydraulic ~1odel Investigation, by 1'1. H. Bobb and R. A. Boland, Jr.  AD  756 134  
Jul  1970  Appendix A  Dye Time-Concentration Curves  
TR  H-69-13  Oct 1969  Low-Hater Heirs on Boeuf and Tensas Rivers, Bayou Macon, and Big and Colewa Creeks, Arkansas and Louisiana; Hydraulic ~1odel Investigation, by J. H. Ables and M. B. Boyd  AD  723 939  
TR H-69-14  Oct 1969  Outlet Works for New Hope Reservoir, Cape Fear River Basin, N. C.; Hydraulic 11odel Investigation, by E. S.  AD  723 941  
Melsheimer and N.  R. Oswalt  
TR  H-69-15  Nov  1969  Spillway for Hugo Dam, Kiamichi River, Oklahoma; Hydraulic t1odel Investigation, by B. P. Fletcher and J. L. Grace  Af)  723 979  

Number  Date  
TR  H-69-16  Nov  1969  
TR  H-69-17  Dec  1969  
TR  H-69-18  Dec  1969  
TR  H-70-1  Feb 1970  
TR H-70-2  Mar 1970  
Dec 1971  
TR  H-70-3  Apr 1970  
TR  H-70-4  Apr 1970  
TR H-70-5  May 1970  
TR H-70-6  May 1970  
TR  H-70-7  Jun 1970  
TR  H-70-8  Jul  1970  
TR  H-70-9  Jul  1970  
TR H-70-10  Jul  1970  
TR  H-70-11  Sep 1970  

HYDRAULICS LABORATORY 
Technical Reports 
Title 
Channel Improvement, Fire Island Inlet, New York; Hydraulic Model Investigation, by W. H. Bobb and R. A. Boland 
Jones Bluff Lock and Dam, Alabama River Navigation Project; Hydraulic Model Investigation, by J. J. Franco, 
J. E. Glover, and B. K. Melton 
Outlet Works for Beltzville Dam, Pohopoco Creek, Pennsylvania; Hydraulic Model Investigation, by E. S. 
Melsheimer · 
Water Temperature Control l~eir for Meramec Park Dam, Meramec River, Missouri; Hydraulic Model Investigation, by J. P. Bohan 
Operating Forces on Sector Gates Under Reverse Heads; Hydraulic Model Investigation, by N. R. Oswalt 
Appendix A 	Results of Supplemental Tests; Hydraulic Model Investigation, by N. R. Oswalt and 
T. E. Murphy 
Considered Lake Erie-Lake Ontario Waterway; Hydraulic Model Investigation, by T. E. Murphy 
Spillway for Alum Creek Dam, Alum Creek, Ohio; Hydraulic 11odel Investigation, by G. A. Pickering 
Wave Action and Breakwater Location, Vermilion Harbor, Ohio; Hydraulic Model Investigation, by C. W. Brasfeild 
Estuary Entrance, Umpqua River, Oregon; Hydraulic Model 
Investigation, by G. M. Fisackerly 
Spillway and Outlet Works, Rowlesburg Dam, Cheat River, 
West Virginia; Hydraulic Model Investigation, by J. H. 
Ables and M. B. Boyd 
Lock and Dam No. 13, Arkansas River Navigation Project; Hydraulic Model Investigation, by J. J. Franco and L. J. Shows 
Spillway for Copan Dam, Little Caney River, Oklahoma; 
Hydraulic ~1odel Investigation, by B. P. Fletcher 
Spillway and Outlet Works, Tocks Island Dam, Delaware River, Pennsylvania, New Jersey, and New York; Hydraulic Model Investigation, by E. S. Melsheimer 
Design for Flood Control and Wave Protection, Chagrin 
River, Eastlake, Ohio; Hydraulic Model Investigation, 
by C. E. Chatham 
AD Number AD 709 588 AD 723 943 AD 723 942 AD 756 144 AD 756 137 AD 734 890 AD 756 114 AD 756 115 AD 756 148 AD 756 116 AD 756 138 AD 756 139 AD 756 140 AD 756 117 AD 756 118 
Number  Date  
TR H-70-12  Sep 1970  
TR H-70-13  Nov 1970  
Dec 1972  
TR H-70-14  Dec  1970  
TR H-70-15  Dec 1970  
TR H-71-1  Feb 1971  
TR H-71-2  Feb 1971  
TR H-71-3  Apr 1971  
TR H-71-4  Jun 1971  
TR H-71-5  Jun 1971  
TR H-71-6  Sep 1971  
TR H-71-7  Oct 1971  
TR H-71-8  Nov  1971  
TR H-72-1  Jan 1972  

HYDRAULICS LABORATORY 
Technical Reports 
Title 
Development of Navigation at Lock and Dam No. 17, Arkansas River Project; Hydraulic Model Investigation, by J. J. Franco, J. E. Glover, and B. K. Melton 
Spillway for Oakley Dam, Sangamon River, Illinois; Hydraulic Model Investigation, by E. s. Melsheimer 
Appendix A 	Type 2 (Revised) Spillway; Hydraulic Model Investigation, by E. S. Melsheimer 
Spillway for Kaw Dam, Arkansas River, Oklahoma; Hydraulic Model Investigation, by B. P. Fletcher and J. L. Grace 
Gated Spillway for Raystown Reservoir, Juniata River, Pennsylvania; Hydraulic Model Investigation, by N. R. Oswalt and T. E. Murphy 
Lock and Dam No. 14, Arkansas River Navigation Project; Hydraulic Model Investigation, by J. J. Franco and 
L. J. Shows 
Design of Proposed Crescent City Harbor, California, Tsunami Model; Hydraulic Model Investigation, by 
P. K. Senter 
Wave Transmission and Mooring Force Tests of Floating Breakwater, Oak Harbor, Washington; Hydraulic Model Investigation, by D. D. Davidson 
Selective Withdrawal Characteristics of Weirs; Hydraulic Laboratory Investigation, by J. L. Grace 
Spillway Gate Vibrations on Arkansas River Dams, Arkansas and Oklahoma; Hydraulic Model Investigation, by G. A. Pickering 
Howell-Bunger Valve Vibration, Summersville Dam Prototype Tests, by F. M. Neilson 
Spillway for Clarence Cannon Reservoir, Salt River, Missouri; Hydraulic Model Investigation, by B. P. 
Fletcher 
Proposed Jetty-Head Repair Sections, Humboldt Bay, California; Hydraulic Model Investigation, by 
D. D. Davidson 
Outlet Works for Branched Oak and Cottonwood Springs Dams, Oak Creek, Nebraska, and Cottonwood Springs Creek, South Dakota; Hydraulic Model Investigation, by J. L. Grace 
AD Number 
AD 756 141 
AD 756 142 
AD 754 535 
AD 756 149 
AD 756 209 
AD 756 150 

AD 756 210 
AD 756 211 AD 756 151 AD 731 491 
AD 732 867 AD 756 212 AD 736 855 
HYDRAULICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  H-72-2  Grays Harbor Estuary. Washington:  
Apr 1972  Report 1  Verification and Base Tests; Hydraulic Model Investigation. by N. J. Brogdon  AD  743 169  
May 1973  Appendix A Supplementary Base Test Data; Hydraulic Model Investigation. by N.J. Brogdon. Jr•• and G. M. Fisackerly  
Sep 1972  Report 2  North Jetty Study; Hydraulic gation, by N. J. Brogdon  l~odel  Investi AD  748 813  
Sep 1972  Report 3  Westport Small-Boat Basin Study; Hydraulic Model Investigation. by N. J. Brogdon  AD  748 814  
Sep 1972  Report 4  South Jetty Study; Hydraulic t~odel vestigation. by N. J. Brogdon  In AD  749 257  
Oct 1975  Report 5  Maintenance Studies of 35-Ft-Deep (MSL) Navigation Channel; Hydraulic Model Investigation.by N. J. Brogdon. Jr.  AD  A017  561  
Apr 1976  Report 6  45-Ft MSL (40-Ft MLLW) Navigation Channel Improvement Studies; Hydraulic Model Investigation. by N. J. Brogdon. Jr.  AD  A024 983  
TR  H-72-3  Apr 1972  Navigation Conditions in the Little Rock Reach. Arkansas River; Hydraulic Model Investigation. by J. J. Franco and L. J. Shows  AD  743 168  
TR H-72-4  Aug  1972  Effects of Submerged Sills in the St. Clair River; Hydraulic Model Investigation. by J. J~ Franco and J. E. Glover  AD  748 393  
TR H-72-5  Sep 1972  Plans for Reduction of Shoaling in Brunswick Harbor and Jekyll Creek. Georgia; Hydraulic Model Investigation.by F. A. Herrmann and I. C. Tallant  AD  751 749  
TR  H-72-6  Sep 1972  Navigation Conditions and Filling and Emptying System.New Bankhead Lock. Black Warrior River. Alabama;  AD  750 573  
Hydraulic Model Investigation. by N. Ables. and T. E. Murphy  R. Oswalt, J.  H.  
TR  H-72-7  Nov  1972  Shoaling Conditions. St. Louis Harbor. Mississippi River; Hydraulic Model Investigation. by J. J. Franco  AD  752 421  
TR  H-72-8  Nov  1972  Disposal of Dredge Spoil; Problem Identification and Assessment and Research Program Development. by M. B. Boyd, R. T. Saucier. J. W. Keeley. and dthers  AD  757 599  
TR H-72-9  Nov  1'372  Navigation Channel Improvement. Gastineau Channel, Alaska; Hydraulic Model Investigation. by F. A. Herrmann  AD  753 337  

Number  Date  
TR  H-73-1  Feb 1973  
TR H-73-2  Mar 1973  
TR H-73-3  Feb 1973  
TR H-73-4  Mar 1973  
TR H-73-5  Apr 1973  
TR H-73-6  Jun 1973  
TR  H-73-7  Jun 1973  
TR H-73-8  Jun 1973  
TR H-73-9  Jun 1973  
Jun 1973  
TR H-73-10  ~lay 1973  
TR H-73-11  Jun 1973  
TR H-73-12  
Aug  1973  

TR H-73-13 Aug 1973 
HYDRAULICS  LABORATORY  
Technical  Reports  
Title  AD Number  
Channel Conditions, Devil 's Island Reach, MississippiRiver, ~1issouri and Illinois; Hydraulic Model Investigation, by J. J. Franco and c. n. McKellar, Jr.  AD  756 442  
Navigation Conditions at Confluence of Arkansas, Verdigris, and Grand Rivers; Hydraulic Model Investigation, by J. J. Franco and C. D. McKellar, Jr.  AD  757 598  
Outlet Works, Warm Springs Dam, Dry Creek, Russian River Basin, Sonoma County, California; Hydraulic Model Investigation, by J. H. Ables, Jr., and G. A. Pickering  AD  757 596  
Selective Withdrawal from Man-~1ade Lakes; HydraulicLaboratory Investigation, by J. P. Bohan and J. L. Grace, Jr.  AD  757 595  
Outlet l~orks Stilling Basin for Tallahala Dam, Tallahala Creek, Mississippi; Hydraulic Model Investigation, byN. R. Oswalt  AD  759 905  
Outlet Works Stilling Basins, Clinton and Fort Scott Dams, Hakarusa and Marmaton Rivers, Kansas; HydraulicModel Investigation, by E. S. Melsheimer  AD  762 553  
Model Study of Trotters Shoals Spillway; HydraulicModel Investigation, by R. P. Fletcher and J. L. Grace, Jr.  AD  762 539  
Study of Beach Widening by the Perched Beach Concept,Santa Monica Bay, California; Hydraulic Model Investigation, by C. E. Chatham, Jr., D. D. Davidson, and R. W. Whalin  AD  765 433  
Port Construction in the Theater of Operations, byA. A. Clark, R. J. Lacavich, D. N. Brown, W. K. Dornbusch, R. W. Whalin, and F. B. Cox  AD  763 175  
Errata Sheet No. 1  
Lock and Dam No. 8, Arkansas River Navigation Project;Hydraulic Model Investigation, by J. J. Franco and C • n • Me Ke 11 a r , Jr.  AD  763 174  
Energy Dissipator for Santa Paula Creek, Santa Clara River, California; Hydraulic Model Investigation, by J. H. Ables, Jr.  AD  762 540  
Houston Ship Channel, Galveston Bay, Texas:  
Report 1  Hydraulic and Salinity Verification; HydraulicModel Investigation, by W. H. Bobb, R. A. Boland, Jr., and A. J. Banchetti  AD  766 693  
Wave Action and Breakwater Design, Hamlin Beach Harbor, New York; Hydraulic Model Investigation, by C. W. Brasfeild  AD  766 738  

Number TR H-73-14 TR.H-73-15 TR H-73-16 TR H-73 .. 17 TR H-74-1 TR H-74-2 TR H-74-3 
TR H-74-4 TR H-74-5 TR H-74-6 
Date Sep 1973 Oct 1973 Oct 1973 Oct 1973 Mar 1974 Apr 1974 May 1974 
Jun 1978 Jun 1974 
Jun 1974 
Jul 1974 Apr 1975 
Sep 1975 
HYDRAULICS LABORATORY 

Technical  Reports  
Title  AD Number  
Selective \~ithdrawal from Beech Fork Lake, Beech Fork River, West Virginia; Hydraulic Model Investigation,by T. L. Gloriod and J. P. Bohan  AD  768 777  
Spillway for Lock and Dam 26, Mississippi River,Missouri and Illinois; Hydraulic Model Investigation, by N. R. Oswalt and G. A~ Pickering  AD  768 780  
Enlargement of the Chesapeake and Delaware Canal; Hydraulic and ~1athematical Model Investigation, byM. B. Boyd, W. H. Bobb, C. J. Huval, and T. C. Hill  AD  768 779  
Outlet Works for Site 16, Papillion Creek and Tributaries,Nebraska; Hydraulic Model Investigation, by B. P. Fletcher  AD  770 398  
Navigation Channel Improvements, Barnegat Inlet, New Jersey; Hydraulic Model Investigation, by R. A. Sagerand N. W. Hollyfield ·  AD  778 191  
South Ellenville Flood Control Project, Rondout Creek Basin, New York; Hydraulic Model Investigation, by E. S. Melsheimer  AD  778 716  
Type 16 Flood Insurance Study: Tsunami Predictions for Pacific Coastal Communities, hy J. R. Houston and A. W. Garcia  AD  785 533  
Instructive Addendum  
Errata Sheet No.  1  
Remedial Plans for Prevention of Harbor Shoaling, Port Orford, Oregon; Hydraulic Model Investigation, by M. L. Giles and C. E. Chatham, Jr.  AD  781 483  
Use of Tow Sequencing Procedures to Increase the Capacityof Existing Lock Facilities, by L. L. Daggett, R. W. McCarley, and J. A. Stinehour  AD  781 482  
Lake Erie International Investigation:  Jetport Model  Feasibility  
Report  Scope of Study and Review of Available Data, by 0. L. Durham and D. G. Outlaw  AD  783 463  
Report 17-2  Physical Model Feasibility Study, by D. G. Outlaw, O; L. Durham, D. D. Davidson, and  AD  A009  729  
R. W. Whalin  
Report 17-3  Longshore \~ave Energy Analyses, by D. Outlaw and D. L. Durham  G.  AD  A016 900  

HYDRAULICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR H-74-6  
(Cont)  Apr 1977  Report 17-4  Numerical f,1odel Feasibility Study, byD. C. Raney, D. L. Durham, and H. L. Butler  AD  A038 972  
Jan 1978  Report 17-10 Nontechnical Summary of Project, by D. Raney, o. L. Durham, and R. \~. Hhal in  C.  AD  A050 749  
TR  H-74-7  Jul  1974  Van Buren Reach, Arkansas River Navigation Project;Hydraulic Model Investigation, by L. J. Shows and J. J. Franco  AD  784 091  
TR  H-74-8  Sep 1974  Unsteady Flow Computations on the Ohio-CumberlandTennessee-Mississippi River System, by B. H. Johnson  AD  AOOO  611  
TR  H-74-9  Oct 1974  Practical Guidance for Design of Lined Channel Expansions at Culvert Outlets; Hydraulic Model Investigation,by B. P. Fletcher and J. L. Grace, Jr.  AD  AOOO  612  
TR  H-74-10  Oct 1974  Spillway for Aliceville Lock and nam, Tombigbee River,Alabama; Hydraulic Model Investigation, by N. R. Oswalt  AD  AOOl  724  
TR  H-74-11  Nov  1974  Tillamook Bay Model by G. M. Fisackerly  Study; Hydraulic Model  Investigation,  AD  A002  658  
TR  H-74-12  Nov  1974  San Diego Bay Model by G. M. Fisackerly  Study; Hydraulic Model  Investigation,  AD  A002 632  
TR  H-74-13  Nov  1974  Spillway for Columbus Lock and Dam, Tombigbee River,Alabama; Hydraulic Model Investigation, by N. R. Oswalt and G. A. Pickering  AD  A002 657  
TR H-74-14  Dec  1974  Richard B. Russell Lake Water Quality Investigation;Hydraulic Model Investigation, by D. G. Fontane and J. Bohan  P.  AD  A004 000  
TR  H-74-15  Dec  1974  Potential Landslide-Generated Water Waves, Libby Dam and Lake Koocanusa, Montana; Hydraulic Model Investigation,by D. D. Davidson and R. W. Whalin  AD  A003 814  
TR  H-74-16  Dec 1974  Design of an Interisland Barge Harbor for the Island of Tau, American Samoa; Hydraulic r~odel Investigation, byL. G. Crosby  AD  A005 009  
TR  H-75-l  Jan  1975  Design of Agana Small-Boat Harbor, Territory of Guam;Hydraulic t~odel Investigation, by C. E. Chatham, Jr.  AD  A005 146  
TR H-75-2  Jan  1975  Turbulent Flow in Rectangular Outlet Conduit,Dam, Big t1uddy River, Illinois, by C. A. Pugh  Rend  Lake  AD  A005 150  
TR  H-75-3  Jan 1975  Waimano Stream Flood Control Project, Pearl City, Hawaii;Hydraulic Model Investigation, by P. E. Saunders  AD  A006 020  

HYDRAULICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR  H-75-4  Los Angeles and Long Beach Harbors Model  Study:  
Jun 1975  Report 1  Prototype Data Acquisition and Observations, by E. B. Pickett, D. L. Durham, and W. H. t1cAnally  AD  A012  147  
Jan 1975  Report 2  Observations of Ship Mooring and t1ovement, L. G. Crosby and D. L. Durham  by  AD  A005 149  
Jul  1976  Report 3  Analyses of Wave D. L. Durham, J. and L. G. Crosby  and Ship Motion Data, by K. Thompson, D. G. Outlaw,  AD  A029 646  
Feb 1977  Report 4  Model Design, by D. G. Outlaw, D. C. E. Chatham, and R. W. Whalin  L. Durham,  AD  A037 154  
Feb 1978  Errata Sheet No.  1  
Sep 1975  Report 5  Tidal by W.  Verification and Base Circulation Tests, H. McAnally, Jr. (includes Appendix A)  AD  A016 904  
Sep 1975  Appendix B  Surface-Current Pattern Mosaics, by W. H. McAnally, Jr.  AD  A046 914  
Aug 1979  Report 6  Resonant Response of the Modified Phase Plan, by D. G. Outlaw  AD  A075  728  
TR  H-75-5  Mar 1975  Spillway for Burnsv,ille Dan, Little Kanawha River, West Virginia; Hydraulic Model Investigation, by B. P. Fletcher  AD  A008 372  
TR  H-75-6  Apr 1975  Navigation Conditions at Cannelton Locks and Dam, Ohio River; Hydraulic Model Investigation, by J. J. Franco and C. D. McKellar  AD  A009  489  
TR H-75-7  Apr 1975  Flood Control Project on Lytle and Warm Creeks and Santa Ana River, California; Hydraulic r~odel Investigation, by J. H. Ables, Jr., and G. A. Pickering  AD  A009 493  
TR  H-75-8  Apr 1975  Expansion of Port Hueneme, California; Hydraulic Model Investigation, by L. G. Crosby, D. L. Durham, and C. E. Ohatham, Jr.  AD  AOlO 324  
TR H-75-9  May 1975  Navigation Conditions at Uniontown Locks and Dam, Ohio River; Hydraulic Model Investigation, by L. J. Shows and J •.J. Franco  AD  AOl 0 639  
TR H-75-10  May 1975  Outlet Works for Beltzville Dam, Pohopoco Creek, Pennsylvania; Prototype Tests, by E. D. Hart and C. Pugh  A.  AD  AOlO  636  
TR  H-75-11  Jun 1975  Barkley Lock Prototype Tests, Kentucky, by F. M. Neilson  Cunberland River,  AD  A012  767  

HYDRAULICS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  H-75-12  Aug  1975  Outlet l~orks for Taylorsville Lake, Salt River, Kentucky; Hydraulic ~1odel Investigation, by M. S. Dortch  AD  A014 974  
TR  H-75-13  Mobile Bay Model  Study:  
Sep 1975  Report 1  Effects of Proposed Theodore Ship Channel and Disposal Areas on Tides, Currents, Salinities, and Dye Dispersion, by R. J. Lawing, R. A. Boland, and W. H. Bobb (includes Appendixes A-B)  AD  A015  475  
Sep 1975  Appendix C  Dye Time-Concentration Curves for Plan lD and Plan lG (Modified); Appendix D: Dye Time-Concentration Curves for Plan lE (Modified), by R. J. Lawing, R. A. Boland, and W. H. Bobb  
Oct 1975  Errata Sheet  
Mar 1979  Report 2  Effects of Enlarged Navigation Channel on Tides, Currents, Salinities, and Dye Dispersion, Mobile Bay, Alabama; Hydraulic  AD  A068 322  
Model Investigation, by R. C. Berger, Jr., and R. A. Boland, Jr. (includes Appendix A)  
TR  H-75-14  Sep 1975  Design of Entrance Channel Improvements for Ludington Harbor, Michigan; Hydraulic r1odel Investigation, by L. G. Crosby and C. E. Chatham, Jr.  AD  A016 148  
TR H-75-15  Sep 1975  Wave and Current Conditions for Various r~odifications of Kewalo Basin, Honolulu, Oahu, Hawaii; Hydraulic  AD  A016  149  
r1odel  Investigation, by  ~1.  L. Giles  
TR  H-75-16  Nov  1975  Shore Effect Model, Atlantic Generating Station; Hydraulic Model Investigation, by R. D. Carver, D. Davidson, R. W. Wha1in, and J. H. Barwis  D.  AD  A017  793  
TR  H-75-17  Nov  1975  Type 16 Flood Insurance Study: Tsunami Predictions for ~1onterey and San Francisco Bays and Puget Sound, by A. W. Garcia and J. R. Houston  AD  A018 421  
TR  H-75-18  Nov  1975  Design for Wave Protection, Flood Control, and Prevention of Shoaling, Cattaraugus Creek Harbor, New York; Hydraulic Model Investigation, by R. R. Bottin, Jr., and C. E. Chatham, Jr.  AD  .1\019 024  
TR  H-75-19  Dec  1975  Fou nnil e Run Loca1 Fl ood-Contro 1 Project, A 1 exandri a and Arlington County, Virginia; Hydraulic r,1odel Investigation, by N. R. Oswalt, J. F. George, and G. A. Pickering  AD  A019 826  
TR  H-76-1  Design Wave  Infonnation for the Great Lakes:  
Jan 1976  Report 1  Lake Erie, by D.  T. Resio and C.  L. Vincent  AD  A020 345  

Number (Cont) 
TR H-76-2 

TR H-76-3 
TR H-76-4 

TR H-76-5 

TR H-76-6 

TR H-76-7 
TR H-76-8 

TR H-76-9 
TR H-76-10 
TR H-76-11 
TR H-76-12 

Date Mar 1976 Nov 1976 Sep 1977 Jun 1978 Jan 1976 
Feb 1976 
Apr 1976 Apr 1976 Apr 1976 
Apr 1976 
May 1976 May 1976 
Jul 1976 Oct 1976 Aug 1976 Aug 1976 
HYDRAULICS LABORATORY 
Technical Reports 

Title 
Report 2  Lake Ontario, by D. Vincent  T. Resio and C.  L.  
Report 3  Lake Michigan, by D. Vincent  T. Resio and C.  L.  
Report 4  Lake Huron, by D. Vincent  T. Resio and C.  L.  
Report 5  Lake Superior, by D. C. L. Vincent  T. Resio and  

Design of Jubail Harbor, Saudi Arabia, Royal Saudi Naval Expansion Program; Hydraulic Hodel Investigation,by M. L. Giles and C. E. Chatham, Jr. 
B. EverPtt Jordan Lake \~ater-Quality Study, by Bruce Loftis, P. E. Saunders, and J. L. Grace, Jr. 
Improvements for Masonboro Inlet, North Carolina;Hydraulic Model Investigation, by W. C. Seabergh 
Volume 
Volume II 
Tioga Outlet Works, Tioga and Hammond Lakes, Susquehanna River Basin, Pennsylvania; Hydraulic Model Investigation, by N. R. Oswalt 
Connecting Channel for Tioga and Hammond Lakes, TiogaRiver and Crooked Creek, Pennsylvania; Hydraulic Model 
Investigation, by N. R. Oswalt and G. A. Pickering 
Bay Springs Lake Water-Quality Study; Hydraulic Laboratory Investigation, by S. C. Wilhelms 
Wainae Small-Boat Harbor, Oahu, Hawaii, Design for Wave Protection; Hydraulic Model Investigation, by R. R. Battin, Jr., C. E. Chatham, Jr., and R. D. Carver 
Ice Flushing from St. Lawrence Seaway Locks; Hydraulic l~odel Investigation, by N. R. Oswalt 
North Fork Lake Spillway, San Gabriel River, Texas; Hydraulic 11odel Investigation, by E. D. Rothwell 
Effects of Flood Flows on Hater Qua 1i ty of Ti ega-HammondLakes; Hydraulic Model Investigation, by t1. S. Dortch 
Chute Spillway for Cowanesque Dam, Cowanesque River,Pennsylvania; Hydraulic Model Investigation, by
B. P. Fletcher 
AD Number AD A023 210 AD A036 029 AD A046 414 AD A057 127 AD A020 917 
AD A021 682 
AD A024 434 AD A024 435 AD A026 262 
AD A026 116 
AD A025 023 AD A026 134 
AD A028 021 AD A078 855 AD A029 1~3 AD A030 644 
Number  Date  
TR H-76-13  
Sep 1976  
Oct 1976  
May 1981  
Apr 1981  
Apr 1981  
TR H-76-14  Sep 1976  
TR H-76-15  Sep 1976  
TR H-75-16  Sep 1976  
Nov 1976  
TR H-76-17  Oct 1976  
TR H-76-18  Oct 1976  
TR H-76-19  Nov  1976  
TR  H-76-20  Dec  1976  
TR H-76-21  Dec 1976  
by E. D. Hart and A. R. Tool 


HYDRAULICS LABORATORY 
Technical 	Reports 
Title 
Beach Nourishment Techniques: 
Report 1 	Dredging Systems for Beach Nourishment from Offshore Sources, by T. W. Richardson 
Report 2 	A Means of Predicting Littoral Sediment Transport Seaward of the Breaker Zone, by 
A. W. Garcia and F. C. Perry 
Report 3 	Typical IJ. S. Beach Nourishment Projects Using Offshore Sand Deposits, by R. D. Hobson 
Report 4 	Wave Climates for Selected U. S. Offshore Beach Nourishment Projects--Main Text, by 
D. L. Durham, L. Z. Hales, and T. W. Richardson 
Appendixes A-K, by D. L. Durham, L. z. Hales, 
and T. W. 	Richardson 
Effects of Hurricane Surge Barrier on Hydraulic Environment, Jamaica Bay, New York; Hydraulic Model 
Investigation, by R. F. Athow, Jr. 
Prototype Tests, Old River Low-Sill Control Structure, April 1973-June 1975, by F. M. Neilson and A. R. Tool 
Hydraulic Characteristics of Rigolets Pass, Louisiana, Hurricane Surge Control Structures; Hydraulic Model 
Investigation, by R. C. Berger, Jr., and R. A. Boland, Jr. (includes Appendix A) 
Errata Sheet No. 1 
Sluice Pressures, Gate Vibrations and Stilling Basin Wall Pressures, Libby Dam, Kootenai River, Montana, 
Divide Cut Drainage Structures, Tennessee-Tombigbee 
Waterway, 	Mississippi and Alabama; Hydraulic Model 
Investigation, by J. H. Ables, Jr. 
Entrance to Upstream Approach Canal, Gainesville 
Lock, Tombigbee River, Mississippi and Alabama; 
Hydraulic 	Model Investigation, by L. J. Shows and 
J. J. Franco 
Stability 	of Rubble-Mound Breakwater, Jubail Harbor, 
Saudi Arabia; Hydraulic l~odel Investigation, by 
R. D. Carver and D. D. Davidson 
Center Sluice Investigation, Libby Dam, Kootenai 
River, Montana; Hydraulic r~odel Investigation, 
by M. S. Dortch 
AD Number 
AD A030 645 
AD A032 349 

AD A102 385 
AD A100 472 

AD A102 376 
AD A030 638 AD A030 971 AD A031 756 
AD A032 665 AD A032 666 AD A033 539 
AD A034 815 AD A034 805 
Number Date TR H-76-22 Dec 1976 TR H-77-1 Feb 1977 TR H-77-2 Feb 1977 TR H-77-3 Mar 1977 TR H-77-4 Mar 1977 TR H-77-5 
Apr 1977 Feb 1978 TR H-77-6 Apr 1977 
* 	
TR H-77-7 Apr 1977 TR H-77-8 Apr 1977 

TR H-77-9 May 1977 TR H-77-10 May 1977 TR H-77-11 May 1977 

* 	
Statement B. See Preface. 


HYDRAULICS LABORATORY 
Technical 	Reports 
Title 
Dickey-Lincoln School Lakes Hydrothermal ~1odel Study;Hydraulic Laboratory Investigation, by ~1. S. Dortch, Bruce Loftis, D. G. Fontane, and S. C. Wilhelms 
Design for Small-Boat Harbor Improvements, Port Washington Harbor, Wisconsin; Hydraulic Model Investi
gation, by R. R. Bottin, Jr. 
Old River Existing Low-Sill Control Structure, Louisiana; Hydraulic ~1odel Investigation, by E. D. Rothwell and J. L. Grace, Jr. 
Flow Conditions at Pumping Stations, Cairo, Illinois; Hydraulic Model Investigation, by B. P. Fletcher and 
J. 	L. Grace, Jr. 
Lake Dardanelle, Arkansas River; Hydraulic Model Investigation, by J. E. Foster and J. J. Franco 
f1arysville Lake Hydrothemal Study: 
Report 1 	900-MW Project; Hydraulic and Mathematical f4odel ;Investigation, by D. G. Fontane, M. S. Dortch, C. H. Tate, Jr., and Bruce Loftis 
Report 2 	2250-MW Project; Hydraulic and Mathematical Model Investigation, by t~. S. Dortch 
Spillway Vibration, Pressure, and Velocity t1easurements, Ozark Lock and Dam, Arkansas River, Arkansas, by C. A. Pugh 
Filling and Emptying System for r~edium-Lift Locks, Trinity River, Texas; Hydraulic 11odel Investigation,by N. R. Oswalt 
Powerhouse Intake Gate Catapult Study, Big Bend Dam,South Dakota, and Stockton, Harry S. Truman, and Clarence Cannon Dams, Missouri; Hydraulic t1odel Investigation, by J. F. George and G. A. Pickering 
Literature Survey and Preliminary Evaluation of Streambank Protection Methods, by 1·1. P. Keown, 
N. 	R. Oswalt, E. B. Perry, and E. A. Dardeau, Jr. 
Positioning Techniques and Equipment for U. S. ArmyCorps of Engineers Hydrographic Surveys, by E. D. Hart and G. C. Downing 
Navigation Conditions at Columbus Lock and Dam,Tombigbee River, Mississippi and Alabama; Hydraulici4odel Investigation, by Ll. J. Franco and L. J. Shows 
AD Number AD A034 538 AD A037 088 AD A036 996 AD A038 051 AD A039 066 
AD 	A042 556 
AD A052 655 AD A040 132 AD 8018 810L AD A043 876 
AD A042 052 AD A041 062 AD A042 027 
Number  Date  
TR  H-77-12  May 1977  
TR  H-77-13  Jun 1977  
TR H-77-14  Jul  1977  
TR H-77-15  Aug  1977  
TR  H-77-16  Aug 1977  
TR H-77-17  Sep 1977  
TR H-77-18  Oct 1977  
TR H-77-19  Nov  1977  
TR H-77-20  Nov  1977  
TR H-77-21  Nov  1977  
TR H-77-22  nee  1977  
TR H-78-1  Jan 1978  
TR H-78-2  Apr 1978  
by C. R. Curren and C. E. Chatham, Jr. 


HYDRAULICS LABORATORY 
Technical Reports 
Title 
Pumping Stations for Drainage District No. 17, Mississippi County, Arkansas; Hydraulic Model In
vestigation, by P. E. Saunders 
Red River Water1~ay, La., Tex., Ark., and Okla., Mississippi River to Shreveport, La., Reach, Lock and Dam No. 1; Hydraulic Model Investigation, by N. R. Oswalt 
Reaeration Tests, Outlet Works, Beltzville Dam, PohopocoCreek, Pennsylvania, by E. D. Hart and S. C. Wilhelms 
Imperial Beach, California, Design of Structures for Beach Erosion Control; Hydraulic Model Investigation,
Tsunami-Wave Elevation Frequency of Occurrence for the Hawaiian Islands, by J. R. Houston, R. D. Carver, and 
D. G. Markle 
Supplement 
Nearshore Numerical Storm Surge and Tidal Simulation, 
by J. J. Wanstrath 
A Mathematical Model for Unsteady-Flow ComputationsThrough the Complete Spectrum of Flows on the Lower Ohio River, by B. H. Johnson 
Do 1os Annor Units Used on Rubb 1e-Mound Breakwater Trunks Subjected to Nonbreaking Waves with No Overtopping, by R. D. Carver and D. D. Davidson 
Port Ontario Harbor, New York, Design for Wave Protection and Prevention of Shoaling; Hydraulic Model 
Investigation, by R. R. Battin, Jr. 
Improvements for Little River Inlet, South Carolina; Hydraulic Model Investigation, by W. C. Seabergh and 
E. F. Lane 
Breakwater Stability Study, Imperial Beach, California;Hydraulic Model Investigation, by D. G. Markle and 
R. D. Carver 
Temperature Analysis and Selective-Withdrawal DesignStudy, Tallahala Creek Lake, Mississippi; Mathematical Model Investigation, by S. T. Maynard, Bruce Loftis, and D. G. Fontane 
Navigation Conditions at Aliceville Lock and Dam, Mississippi and Alabama, Tombigbee River; HydraulicModel Investigation, by L. J. Shows and J. J. Franco 
AD Number AD A042 892 AD A041 642 AD A043 291 AD A044 108 
AD A045 023 AD A073 012 AD A047 994 AD A047 242 AD A048 434 AD A049 246 AD A049 539 AD A048 036 AD A052 620 
AD A054 414 
HYDRAULICS  LABORATORY  
Technical  Reports  
Numb~---- Date  Title  AD Number  
TR  H-78-3  May 1978  Model  Studies of the  Portugues and  Bucana Rivers Chan- AD A055  441  
nelization,  Puerto Rico;  Hydraulic Model  Investigation,  
by  N.  R.  Oswalt  
TR  H-78-4  Apr  1978  Improvements for Murrells Inlet, South Carolina; Hydraulic Model Investigation, by Maj. F. c. Perry,  AD A054 242  
Jr., W.  c. Seabergh,  and  E. F. Lane  
TR H-78-5  Effects of Depth  on  Dredging Frequency:  
May 1978  Report  l  Survey of District Offices, by M.  J. Trawle  AD A056  042  
and  J. A.  Boyd,  Jr.  
Jul  1981  Report  2  Methods of Estuarine Shoaling Analysis,  AD A102 892  
by  M. J. Trawle  
Apr  1985  Report  3  Evaluation of Advance Maintenance Projects,  AD  A156 635  
by R.  c.  Berger,  Jr., and  J. A.  Boyd,  Jr.  
TR  H-78-6  May 1978  Capacity Studies of Gallipolis Locks,  Ohio  River, West  AD  A056  026  
Virginia, by L.  L. Daggett and  R. w.  McCarley  
TR  H-78-7  Jun  1978  Shoaling  Conditions in Sawyer Bend  and  Lower  Entrance  AD A058  731  
to  Chain of Rocks  Canal, Mississippi River; Hydraulic  
Model  Investigation, by  J.  E.  Foster,  c. M.  Noble,  and  
J. J. Franco  
TR  H-78-8  Jun  1978  Indian Creek  Pumping Station, Mankato,  Minnesota;  AD A056  687  
Hydraulic Model  Investigation, bv B.  P. Fletcher  
TR  H-78-9  Jun  1978  Bav Springs Canal  Surge Study, Tennessee-Tombigbee  AD  A058  604  
Waterway,  Mississippi and  Alabama;  Hydraulic  Model  
Investigation, by  c. H.  Tate,  Jr.  
TR  11-78-10  Jun  1978  Navigation Conditions,  Surok  Bend  Reach,  Ghatta- AD A056 704  
hoochee  River,  Alabama and  Georgia; Hydraulic  
Model  Investigation, by B.  K. Melton and  J. J.  
Franco  
TR  H-78-11  Jun  1978  Numeriroal  Simulation of Tidal  Hydrodynamics,  AD A063  080  
Great  Egg  Harbor and  Corson  Inlets,  New  Jersey, by  
H. L,.  Butl~r .{includes Appendixes A-E; Appendix  E  
is on  microfiche only)  
TR  H-78-12  Jun  1978  Navigation Conditions at Aberdeen Lock and  Dam,  AD A058 605  
Tombigbee River,  Mississippi and  Alabama;  Hydraulic  
Model  Investig.ation,  bv L.  J. Shows  and  J. J.  Franroo  
TR  H-78-13  Jul  1978  An  Estimate of Channel  Roughness of Interoroeanic  AD  A058 706  
Canals, by G •. ~- Keulegan  
TR  H-78-14  Jul  1978  Walnut  Creek  Channel  Improvement Project,  Contra Costa  AD  A059  428  
County, Ca)ifornia; Hydraulic Model  Investigation,  bv  
J. F. George  
TR  H-78-15  Orot  1978  Outlet Structure for  Meramec  Lake,  Meramec  River,  AD A062  109  
Missouri; Hydraulic  Model  Investigation, by B.  P.  
Fletcher  

Number TR H-78-16 
TR H-78-17 
TR H-78-18 TR H-78-19 
TR H-78-20 TR H-78-21 
TR H-78-22 TR H-78-23 
TR H-78-24 
* TR H-78-25 TR H-78-26 
Date Sep 1978 
Oct 1978 Oct 1978 Nov 1978 
Nov 1978 
Jan 1979 Sep 1978 Nov 1978 
Dec 1978 Dec 1978 
Dec 1978 Dec 1978 Dec 1978 
HYDRAULICS LABORATORY 
Technical Reports 
Title 
Filling and Emptying System, New Ship Lock, MississippiRiver-Gulf Outlet, Louisiana; Hydraulic Model Investigation, by J. H. Ables, Jr. 
River Tow Behavior in ~~aterways: 
Report 1 Exxon Test Program, by R. ~1. Schulz 
Report 2 Second Exxon Test Program, by R. t1. Schulz 
Design for Harbor Entrance Improvements, Wells Harbor, l~aine; Hydraulic Model Investigation, by R. R. Bottin, Jr. 
Filling and Emptying System for Bay Springs Lock, Tennessee-Tombigbee ~~aterway, Mississippi; HydraulicModel Investigation, by J. H. Ables, Jr. 
Errata Sheet No. 1 
Numerical Analysis of Harbor Oscillations for Barbers Deep Point Deep-Draft Harbor, by D. L. Durham 
Typical Tennessee-Tombigbee Canal Section SpillwaysA and B; Hydraulic t4odel Investigation, by B. P. Fletcher 
Numerical Simulation of the Coos Bay-South SloughComplex, by H. L. Butler 
Terminal Island Sewage Treatment Plant Outfall, Los Angeles Harbor, California; Hydraulic l~odel Investigation, by IL H. McAnally, Jr. 
Navigation Conditions in Alexandria Reach, Red River Navigation Project, Louisiana; Hydraulic ~1odel Investigation, by L. J. Shows and J. J. Franco 
An Analytical Approach for Computing Lock Capacity,by L. L. Daggett and T. D. Ankeny 
T,vpe 16 Flood Insurance Study: Tsunami Predictions for the West Coast of the Continental United States, by J. R. Houston and A. ~. Garcia 
AD Number AD A062 074 
AD A062 503 AD A062 504 AD A063 272 
AD A063 267 
AD A063 795 
AD A063 730 AD A063 698 :.::> A063 247 
AD A064 397 AD B033 097L AD A063 663 
* Statement B. See Preface. 
HYDRAULICS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
CALIFORNIA INSTITUTE OF TECHNOLOGY, W. M. KECK LABORATORY  
OF HYDRAULICS AND WATER RESOURCES, Pasadena  
CR 2-131  Oct 1965  Wave-Induced Oscillations of Small Moored Vessels, byFredric Raichlen  
CR  H-68-2  Aug  1968  Motions of Small Fredric Raichlen  Boats Moored  in Standing Waves, by  AD  756 143  
CR  H-69-2  Dec  1969  Wave Induced Oscillations in Harbors of Arbitrary Shape,by Jiin-Jen Lee  AD  A032  587  
CR H-71-2  Aug  1971  Wave Induced Oscillations in Harbors with Connected Basins, by Jiin-Jen Lee and Fredric Raichlen  AD  A032  589  
FRANK B. CM1PBELL, Consultant, Vicksburg, Mississippi  
Unnumbered  May 1969  Report  on  Spillway Vibration Studies  
CASE WESTERN  RESERVE  UNIVERSITY,  DEPARTMENT OF  EARTH  
SCIENCES, Cleveland, Ohio  
CR  H-75-1  Lake Erie International Jetport 14odel Investigation:  Feasibility  
Oct 1975  Report 17-5  The Wind-Driven Currents and Contaminant Dispersion in the Near-Shore of LargeLakes, by Yea-Yi Peter Sheng  AD  A017  694  
Mar 1976  Report 17-6  Application of Three-Dimensional Hydrodynamic Hodel to Study Effects on Proposed .Jetport Island on Thermocline Structure in Lake Erie, by J. F. Paul and W. J. Lick  AD  A022  588  
A. H. GLENN  AND  ASSOCIATES,  New Orleans, Louisiana  
CR H-74-1  Mar 1974  Wind, Wave, Water Level, and Ice Conditions Affecting Design and Construction of the Proposed Lake Erie International Jetport, Cleveland, Ohio  AD  776 975  

Number  Date  
CR H-73-3  Dec 1973  
CR H-74-2  Mar 1974  
CR H-77-1  Sep 1977  
CR 2-124  Aug  1965  
CR 2-151  Oct 1952  
CR H-69-1  Feb 1969  
CR H-71-1  Feb 1971  
CR 2-46  Nov  1961  
CR 2-5  Sep 1950  
CR 2-7  Jun 1951  

HYDRAULICS LABORATORY 
Contract Reports 
Contractor and Title of Report 
GULF COAST RESEARCH LABORATORY, Ocean Springs, Mississippi 
Salinity Problems of Organisms in Coastal Areas Subject to the Effect of Engineering Works, by 
G. Gunter, B. S. Ballard, and A. Venkataramaiah 
Studies of the Effects of Salinity and Temperature on the Commercial Shrimp, Penaeus Aztecus Ives, With Special Regard to Survival Limits, Growth, Oxygen Consumption and Ionic Regulation, by A. Venkataramiah, 
G. J. Lakshmi, and G. Gunter 
Studies on the Time Course of Salinity and Temperature 
Adaptation in the Commercial Brown Shrimp Penaeus Aztecus Ives, by A. Venkataramiah, G. J. Lakshmi, Patricia Biesiot, J. D. Valleau, and Gordon Gunter 
UNIVERSITY OF IOWA, IOWA INSTITUTE OF HYDRAULIC RESEARCH, Iowa City 
Resistance to Flow Over Boundaries with Small Roughness Concentrations, by E. M. O'Loughlin 
Instruments for Measuring Large-Scale Turbulence in Water, by P. G. Hubbard, D. W. Appel, and S. C. Ling 
Some Aspects of Flow-Induced Vibrations of Hydraulic Control Gates, by F. A. Locher 
Some Characteristics of Pressure Fluctuations on LowOgee Crest Spillways Relevant to Flow-Induced Structural 
Vibrations, by F. A. Locher 
ARTHUR T. IPPEN, Consulting Engineer, Cambridge, Massachusetts 
The Feasibility of a Dynamic t1odel of Lake ~1ichigan, 
by D. R. F. Harleman, E. R. Holley, J. A. Hoopes, and 
R. R. Rumor 
UNIVERSITY OF MICHIGAN, ENGINEERING RESEARCH INSTITUTE, 
Ann Arbor 
Model Study for Harbor of Refuge for Light Draft Vessels 
at Hammond Bay, Michigan, by E. F. Brater 
Model Study for Harbor of Refuge for Light-Draft Vessels at Harrisville, Michigan, by E. F. Brater and L. n. Stair 
AD Number 

AD 775 761 
AD 777 794 

AD A045 674 

AD 689 457 

AD 728 115 

AD A008 932 

Number CR 2-116 
CR H-68-1 
CR 2-50 
CR-2-60 CR 2-122 
CR 2-104 CR 2-109 
CR 2-117 Date 
May 1965 
Sep 1968 Sep 1968 
Apr 1962 Jun 1962 
t1ar 1963 Jun 1965 
Apr 1964 
Jan 1964 
Jul 1965 Jul 1965 
HYDRAULICS  LABORATORY  
Contract Reports Contractor and Title of Report UNIVERSITY OF MISSOURI, Columbia Analytical Study of Flow Characteristics for Flow Over Curved Spillway Bucket, by J. J. Cassidy Appendix A Spillway Bucket Analysis, by J. J. Cassidy Analytical Study of Flow Over a Spillway Toe Curve, by J. J. Cassidy  a  AD AD  Number A054 192  
NATIONAL ENGINEERING California  SCIENCE  COMPANY,  Pasadena,  
Design of Wave Tanks: Final Report Addenda to Final Report, Variable Stroke Mechanism for Wave Flume Facility Tsunami Model for Hilo Bay, Hawaii, by B. l~. Wilson Wave Absorbers in Harbors, by Bernard LeMehaute  AD AD AD  A054 080 A054 081 704 721  
NATIONAL MARINE CONSULTANTS, Anaheim, California Technical Proposal; Theoretical Study of the Velocity Field Due to Waves Reflected from a Breakwater  
A Solution for the Wave Velocity Field Existing on an Underwater Portion of an Impervious Sloping Breakwater, by Anthony Trampus and R. W. Whalin A Numerical Solution for the Wave Velocity Field Existing on an Underwater Portion of an Impervious SlopingBreakwater:  
Volume Volume  I, by Anthony Trapus II Computer Output, by Joseph Jaime  

Number CR 2-136 
CR H-76-1 
CR H-73-1 CR H-73-2 
CR 2-1 Date Oct 1965 
May 1976 
Jun 1973 Aug 1973 
Apr 1946 Aug 1946 
Dec 1946 
Oct 1949 Oct 1951 
HYDRAULICS  LABORATORY  
Contract Reports  
Contractor and Title of Report  AD  Number  
SCIENCE,ENGINEERING ASSOCIATES, San Marino, California  
Feasibility Study for a Surge-Action Model Harbor, California, by B. W. Wilson, J. A. and R. E. Kilmer  of MontereyHendrickson,  AD  684 953  
SCRIPPS INSTITUTION OF OCEANOGRAPHY, CALIFORNIA, La Jolla, California  UNIVERSITY  OF  
Study and Evaluation of Remedial Sand Bypassing Procedures, by R. W. Harris, D. L. Inman, J. A. Bailard, and R. L. Oda  AD  A026  480  
TEXAS A&M UNIVERSITY, RESEARCH FOUNDATION, DEPARTMENT OF BIOLOGY, College Station  
The Brackish Water Clam Rangia Cuneata as Indicator of Ecological Effects of Salinity Changes in Coastal Waters, by S. H. Hopkins, J. W. Anderson, and K. Horvath  AD  763 176  
Annotated Bibliography on Effects of Salinity and Salinity Changes on Life in Coastal Waters, by S. H. Hopkins  AD  767 562  
U. S. NATIONAL BUREAU OF STANDARDS, Washington, DC  
Model  Laws for Density Currents:  
First Progress Report  
Second Progress Report  The Problem of Salt Water Intrusion in Canal Locks and the Sufficient Conditions for Adequate Model Experiments  
Third Progress Report  The Problem of Salt Water Intrusion in Rivers and the Sufficient Conditions for Adequate l~odel Experiments  
Fourth Progress Report  The Determination of Salinities in Tests on DensityCurrents  
Fifth Progress Report  Distorted ~1odels in Density Current Phenomena, by G. H. Keulegan  

Number 
CR 2-1 (Cont) 
CR 2-66 
Date 
Jun 1952 Jun 1955 Aug 1955 Jun 1954 Nov 1955 Oct 1957 Apr 1958 
t1ar 1957 
Jan 1960 
Feb 1963 
HYDRAULICS LABORATORY 
Contract Reports 
Contractor and Title of Report 
U. S. NATIONAL BUREAU OF STANDARDS (Cont) 
Sixth Progress Report 	Effectiveness of Salt Barriers in Rivers, by G. H. Keulegan 
Seventh Progress Report 	Interface Mixing in Arrested Saline Wedges, by G. H. Keulegan 
Eighth Progress Report 	Significant Stresses of Arrested Saline Wedges, by
G. H. Keulegan 
Ninth Progress Report 	An Example of Density Current Flow in Permeable Media, by
G. H. Keulegan 
Tenth Progress Report 	An Experimental Study of Internal Solitary Waves, by
G. H. Keulegan 
Eleventh Progress Report 	Form Characteristics of Arrested Saline Wedges, by 
G. H. Keulegan 
Twelfth Progress Report 	The Motion of Saline Fronts in Still Water, by G. H. Keulegan 
Thirteenth Progress Report 	An Experimental Study of the Motion of Saline Water from Locks Into Fresh Water 
Channels, by G. H. Keulegan 
Fourteenth Progress Report 	Mixing Effect of Wind Induced Waves, by G. H. Keulegan and Victor Brame 
Y. s. YU and J. S. McNOWN, University of Kansas, Lawrence 
Runoff from Impervious Surfaces, by Y. S. Yu and J. S. McNown 
AD Number 
AD 730 732 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABOHATORY 


MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Instruction Reports 
Number Date Title AD Number Unnumbered Oct 1961 Tropical Soil Studies; Plan of Tests Unnumbered Jan 1962 Tropical Soil Studies in Panama and Puerto Rico;Plan of Tests IR 6 Environmental Data Collection Manual: 
Sep 1965 Volume V Surface r~icrogeometry (Informationin this no longer valid) Unnumbered Apr 1968 Instruction Manual for WES Tunnel Explorer Locator System, by B. R. Davis, P. A. Smith, and R. E. Riley IR 10 Environmental Data Collection Methods: Volume IV Vegetation: May 1968 Instructional Manual 1 Vegetation Structure AD 671 663 
* IR M-75-1 Jun 1975 Automated Procedure for Airfield Site Evaluation, AD B004 845L by M. P. Keown, J. A. Parks, and J. K. Stoll 
IR M-76-1 	Automated Procedure for Evaluating Sites for Suit
ability as Helicopter Landing Zones: 

Jun 	1976 . Volume Descriptions and Instructions for Use AD A030 173 of Computer Programs, by J. A. Parks 
* 	Jun 1976 Volume II Listings of Computer Programs, by J. A. AD B013 638L Parks 
IR M-78-1 Jan 1978 	Guide for Airborne Infrared Roof Moisture Surveys, AD A052 035 by L. E. Link, Jr. 
IR t4-78-2 	Guidance for Application of Remote Sensing to 
Environmental Management: 

Mar 1978 Appendix A 	Sources of Available Remote Sensor AD A053 673 Imagery, by J. R. May 
Mar 1978 Appendix B 	Sources of New Imagery Missions, by AD A053 673 
J. R. r~ay 
* Statement R. See Preface. 
t~OBILITY AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  4-18  Nov  1952  Airfield Reconnaissance, Vieques Airfield, Puerto  AD  010 354  
Rico  
MP  4-19  Nov  1952  Report.on Trafficability Conditions and Airfield Site Selection in an Area in Norfolk County, East Anglia, England  
MP  4-101  Nov  1954  Trafficability Survey of Selected Areas, Camp Stewart,  
Georgia  
MP  4-117  Mar 1955  Field Tests of Nuclear Instruments for the Measurement  AD  073 388  
of Soil Moisture and Density  
~1P 4-135  Jul  1955  The Development of Methods for Predicting Soil Moisture Content, Report on the Fairbanks, Alaska, Extension  AD  747 826  
MP  4-147  Jan 1956  Vehicle Mobility  on  Soft Soils  AD  841 344  
MP  4-230  Stresses Under Moving  Vehicles:  
Jul  1957  Report 1  A Pilot Study of WES Earth Pressure Cell Action in Comparatively Soft Soil (SeeTR 3-545 for subsequent reports in this series)  AD  841 345  
MP  4-238  Nov  1957  Statistical Occurrence of Soil  Strength  AD  8951  475  
MP  4-241  Oct 1957  Vehicle t-1obil ity  AD  841 346  
t~P  4-282  Aug  195R  Comparison of Performance Characteristics in Snow of the Polecat and Weasel  
MP  4-284  Auq  1958  A Limited Study of Factors That Affect Soil  Strength  
r1P  4-298  Jan 1959  Meteorological and Trafficability Data, U. Arctic ~eather Stations  S.-Canadian  AD  756 305  
MP  4-300  Jan 1959  Aerial  Penetrometer Demonstration  at Fort Rucker,  AD  625 601  
Alabama  
MP  4-322  Feb 1959  A Limited Sturly of Snap-Tracs  AD  756 291  
MP  4-327  Mar 1959  Effect of t·1old Size and Other Factors  on  Laboratory  AD  841 347  
Cone Index Measurements  
MP  4-338  Apr 1959  Prediction of Soil Records  t~oisture from Soil  and  \~eather  AD  A006  496  
t1P  4-350  Jul  1959  Pilot Study to Evaluate the Squeeze Test for Use Vehicle-Mobility Research  in  AD  841 348  
MP  4-355  Trafficability Predictions  in Tropical  Soils:  
Sep 1959  Report 1  Four Soils in the Panama Canal  Zone  AD  A006  520  

~·1-3 
MOBILITY AND ENVIRONMENTAL SYSTH1S LABORATORY 
~1i see11 aneous Papers 
Number Date 	Title AD Number 
t1P 4-355 (Cont) Feb 1960 Report 2 Puerto Rico Study AD A032 705 
Aug 1966 Report 3 	Panama Study No. 2 (October 1961-September AD 801 321 1963), by A. R. McDaniel 
* 
Nov 1967 Report 4 	Columbia Study (July 1962-July 1963), by AD 824 734L 

A. R. McDaniel 

* 	
Dec 1967 Report 5 Costa Rica Study No. 1 (January 1963-January AD 824 882L 1965), by A. R. McDaniel 


Nov 1968 Report 6 	Puerto Rico Study No. 2 (March 1962-November AD 845 616 1963), by J. G. Kennedy and T. E. Hicks 
Nov 1970 Report 7 	Hawaii Study, by C. A. Carlson, W. P. Bohnert, AD 877 577 and r1. P. Meyer 
* 	Aug 1971 Report 8 Costa Rica Study No. 2 (January 1964-AD 888 OOlL September 1965), by A. R. McDaniel and 
M. H. Smith 
MP 4-362 Oct 1959 Preliminary 	Study of Stresses Under Off-Road Vehicles AD 841 349 
MP 4-371 Jan 1960 	Laboratory Tests of Liquid Nitrogen Soil-Moisture AD 756 311 Samplers 
MP 4-404 Jul 1960 	The Army t~obi 1ity Research Center Testing Facility 
MP 4-412 Nov 1960 	A Limited Study of the Performance of the 2-Ton t1eil i AD 756 321 .Flex-Trac 
MP 4-438 Jul 1961 	Trafficability Tests with Ju~bo Truck on Organic and AD 756 331 Coarse-Grained Mineral Soils 
MP 4-439 Aug 1961 	Trafficability Tests with the Airoll on Organic and AD A006 497 ~1ineral Soils 
MP 4-441 Aug 1961 Measurement 	and EstiMation of the Trafficabil ity of 
Fine-Grained Soils 
MP 4-442 Aug 1961 	Soil Trafficability Classification Scheme 
MP 4-443 Aug 1961 	The Behavior of Sand Under Pneumatic Tires 
MP 4-444 Aug 1961 	Classification of Terrain for r1obil ity Purposes AD 666 222 
MP 4-446 Aug 1961 	Comparison of Trafficabil ity of t1uskeg with Traffic-AD 754 332 ability of Other Soft Soil Terrains 
MP 4-447 Aug 1961 	Properties of Surface Soils in the Wet Season AD 754 335 
MP 4-457 Nov 19fil 	Some Factors Affecting t1oisture Content-Density-AD 753 641 Cone Index Relations 
* Statement B. See Preface. 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 

Number MP 4-461 MP 4-462 MP 4-463 
MP 4-469 
MP 4-477 
MP 3-482 
MP 4-497 
MP 4-505 
MP 4-513 MP 3-521 Unnumbered 
MP 4-528 MP 4-535 r~P 4-547 
* MP 4-549 MP 4-556 t~P 3-592 MP 4-594 
MP 4-602 
MP 3-610 
Date Dec 1961 Dec 1961 Dec 1961 
Feb 1962 Apr 1962 Apr 1962 t·1ay 1962 
Aug 1962 
Jul 1962 Aug 1962 Aug 1962 
Sep 1962 Oct 1962 Jan 1963 Feb 1963 Jan 1963 Jul 1963 Aug 1963 Oct 1963 IJec 1963 
Miscellaneous Papers Title A Technique for Mapping Trafficability 
Measuring Soil Trafficability Characteristics 
Stresses in Yielding Soils Under Moving Wheels and Tracks Distribution of Stresses on an Unyielding Surface Be
neath a Pneumatic Tire 
Trafficability Tests with the 5-Ton GOER (XM520) on Fine-and Coarse-Grained Soils Predicting Soil-Moisture Distribution in Areas of 
Seasonal Frost, Feasibility Study Deflection of a Moving Tire on Firm to Soft Surfaces Operation Wheel track, Camp A. P. Hill, Virginia, 25-30 
April 1962 Airoll Performance in Snow 
Classification of Landscape Geometry for Military Purposes 
Report of Mobility Consultants Conference, Waterways Experiment Station, Vicksburg, Mississippi, 13-15 June 1962 
Documentation of Conditions Attendant to Army Tactical Mobility Requirements (Howze) Board Testing 
A Technique for Estimating the Slope-Climbing Ability of Wheeled Vehicles in Sand 
Identifying Soil Parameters with an Infrared Spectrophotometer 
Evaluation of Airstrip at Binh Hung, South Vietnam 
Visit to Swamp Fox II Operation 
Terrain Evaluation for Mobility Purposes 
Visit to University of Illinois to Discuss Tropical Soils Studies 
Study of the Characteristics of Rice Fields in the United States 
Military Evaluation of Geographic Areas, Reports on Activities to April 1963 
AD Number 
AD 754 334 
AD 754 333 

AD 646 591 
AD 756 302 

AD 744 463 
AD 744 223 

AD 744 213 AD 744 214 AD 744 220 AD 908 325L 
AD 744 216 AD 744 ?.17 AD 744 215 AD 450 616 
* Statement B. See Preface. 
MOBILITY  AND  ENVIRON~1ENTAL SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  4-621  Jul  1963  Speed Tests Conducted in Canada During MuskegTrafficability Test Program, August 1962  AD  744 219  
MP  4-623  Feb 1964  Comments  on  Mobility Research  AD  744 221  
MP  4-626  Feb 1964 Revised  Theory for  a Towed Wheel  in Soil  AD  744 132  
Sep 1964  
r1P  4-629  Feb 1964  Norma 1 Stresses  at the Tire-So i 1 Interface in  AD  744 224  
Yielding Soils  
MP  4-630  Feb 1964  Terrain Reconnaissance with Electromagnetic Sensors  
MP  4-638  Apr 1964  The Terrain-Vehicle Programs of the U. Waterways Experiment Station  S. Army Engineer  AD  744 218  
MP  4-647  Apr 1964  Variation in the Trafficability of Sands  
MP  4-651  May 1964  Tracks Versus Wheels  in Soft Soil  and Snow  AD  744 222  
MP  4-652  May 1964  A Comparison of Quantitative Versus NonquantitativeTerrain Descriptive Systems for l~obility Analysis  AD  745 148  
r1P  4-670  Aug  1964  Report of Second Meeting of ARPA Advisory Committee on Mobility Environmental Research Study (24-26 February1964, Vicksburg, Mississippi)  AD  478 994  
I~P 4-687  Dec  1964  Retention of Detail in Map Generalization, by E. Addor and W. E. Grabau  E.  AD  745 149  
r1P  4-702  Feb 1965  Vicksburg Mobility Exercise A, Vehicle Analysis for Remote-Area Operation, by S. J. Knight  AD  613 366  
MP  4-713  r1a r  1965  Trafficability of Snow in Arctic and Subarctic Regions, by B. G. Schreiner  AD  745 150  
MP  4-726  Mobility Environmental  Research Study:  
Jun 1965  Report 1  Selection and Description of Test Areas, U. Military Reservations, by H. K. Hoods and J. H. Shamburger  S.  AD  745 151  
MP  4-743  Oct 1965  Tests to Evaluate the r1obility of Jiger and Fisher Vehicles, by M. P. t4eyer  AD  901 950  
MP  4-750  Nov  1965  Center-line Deflection of Pneumatic Tires MovingDry Sand, by D. R. Freitag and M. E. Smith  in  AD  745 152  
MP  4-751  Nov  1965  Trafficabil i ty Tests with the r1arsh Screw Amphibian,by S. J. Knight, E. S. Rush, and B. G. Stinson  AD  745 153  
MP  4-757  Nov  1965  A Study of the Effects of Het Surface Soil Conditions on the Performance of a Single Wheel, by J. L. Smith  AD  745 154  

MOBILITY AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  4-758  Dec 1965  Mechanics of Wheels Test Results, by E.  on Soft Soils; A Method for Presenting M. Leflaive  AD  746 399  
MP  4-766  Jan 1966  Tests with the CH-47A Chinook Helicopter in Soft Clay Soil, by E. s. Rush  AD  627 377  
MP  4-767  Jan 1966  Effects of Air Surcharge on the Bearing Capacity of Soft Cohesive Soils, by L. J. Lanz  AD  630 804  
t1P  4-769  Dec 1965  Traffic Tests to Determine the Benefits of Vegetation in Increasing Traffic Coverages, by L. M. Womack  AD  746 622  
t1P  4-791  Feb 1966  Report of Conference of the Board of Consultants on Remote Terrain Analysis by Electromagnetic t·1eans; Haterways Experiment Station, 18-19 November 1965  AD  747 095  
MP  4-822  May 1966  Effects of Soil Layering on the Use of VHF Radio Waves for Remote Terrain Analysis, by H. J. Nikodem  AD  747 096  
MP  4-823  May 1966  Laboratory Investigations of the Gamma-Ray SpectralRegion for Remote Determination of Soil Trafficability  AD  747 097  
Conditions, by A.  N. Williamson  
MP  4-828  Jul  1966  Development of a Formula for Towing Resistance for Wheel in Soft Soil, by J. L. McRae  a  AD  746 400  
t4P  4-829  Aug  1966  Campa rison .of Ground ~1obi 1 i ty Characteristics of LandMarine Interfaces of Flordia and Thailand, by E. E. Garrett  AD  800 075  
MP  4-835  Aug  1966  A Dimensional Analysis of the Performance of Pneumatic Tires on Clay, by D. R. Freitag  AD  A032  707  
MP  4-836  Aug  1966  A Dimensional Analysis of the Performance of Pneumatic Tires on Sand, by D. R. Freitag  AD  716 341  
MP  4-838  Aug 1966  Variation in Trafficability of Four Loess Soils, by J. R. Bassett, A. R. McDaniel, and S. J. Knight  AD  800 144  
MP  4-854  Nov  1966  Concepts for Vehicles for Off-Road Use in Remote Areas, by A. A. Rula, D. R. Freitag, and S. J. Knight  AD  746 401  
t1P  4-870  Feb 1967  Theory for Predicting Performance of Soil, by J. L. HcRae  a ~~heel  in Soft  
MP  4-879  Mar 1967  Trafficability Tests in Fine-Grained Soils with Two Vehicles with 9-!to 10-Ton Wheel Loads, by E. S. Rush and R. G. Temple 1  AD  811 217  
I  
Unnumbered  Apr 1967  Report of Confer~nce on Soil Trafficability Prediction, U. S. Army Engineer Haterways Experiment Station, 29-30 November 1966  AD  A019  176  

MOBILITY AND  ENVIR0Nf1ENTAL  SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  4-893  May 1967  Bumps and Grinds: Shockley  Study in Body Motions.  by 1~.  G.  AD  747 098  
MP  4-899  May 1967  Aerial Cone Penetrometer for Measuring ability of Soils. by S. J. Knight  the Traffic AD  746 402  
MP  4-909  Jul  1967  Special Site Description. Panama Canal Grabau and B. 0. Benn  Zone.  by W.  E.  AD  817 593  
MP  4-917  Aug  1967  Trafficability Tests with a Two-l~heel-Drive Industr.ial Tractor. by E. S. Rush and B. G. Stinson  AD  819 857  
f1P  4-919  Aug  1967  Environmental Characteristics of Tunnels Vietnam. by E. E. Addor  in South  AD  657 599  
MP  4-921  Aug  1967  A Suggested Procedure for the Selection and Description of Reference Test Areas. by W. E. Grabau  AD  658 659  
* MP  4-940  Oct 1967  Soil Buildup Between Wheels and Sponson of XM759 Logistical Carrier. by E. S. Rush  AD  902 843L  
MP  4-942  Oct 1967  Effects of Tread Pattern  on  the Surface Traction of  AD  747 099  
Terra-Tires.  by J.  L. Smith  
MP  4-944  Nov  1967  A Qualitative Approach to the Pneumatic Tire-Soft Soil System. by L. r1. Kraft  AD  823 995  
MP  4-949  Dec  1967  Expedient Surface-Soil and C. A. Blackmon  Sampling. by s.  J. Knight  AD  746 350  
MP  4-950  Dec  1967  A Limited Study of Effects of Soil Strength Speed. by E. s. Rush and A. A. Rula  on  Walking  AD  746 403  
MP  4-959  Jan 1968  Application of Trafficability Analysis D. R. Freitag and B. Y. Richardson  to  Forestry. by  AD  746 404  
MP  4-960  Jan 1968  Penetration Tests for Soil  Measurements.  by D.  R.  AD  A032  708  
Freitag  
MP  4-961  Jan 1968  Summary of Comparison of Engineering Properties of Selected Temperate and Tropical Surface Soils. by M.P. Meyer  AD  746 757  
MP  4-979  r1ar 1968  Report of Second fleeting. Vicksburg f1obility Exercise A. Design of Field Test Program (8-10 February 1967. Vicksburg. f·1ississippi)  AD  A019  174  
MP  4-982  Mar 1968  A Quantitative Description of Vegetation in the Rain Forest of Puerto Rico. by W.  on Two Sites N. Rushing  AD  833 734  
MP  4-986  Apr 1968  Gamma-Ray Measure~ents to Evaluate Soil A. N. Williamson  Properties. by  AD  A032  709  

* Statement B. See Preface. 
M-8  
Number  Date  
~1P M-68-1  Aug  1968  
MP  M-68-2  Aug  1968  
~1P M-68-3  Sep 1968  
MP  M-68-4  Sep 1968  
MP  M-68-5  Dec  1968  
MP M-68-6  Dec 1968  
MP M-68-7  Dec 1968  
MP M-68-8  Dec 1968  
MP M-69-1  Jan 1969  
MP  M-69-2  Jun 1969  
MP M-69-3  Aug  1969  
MP  M-69-4  Sep 1969  
MP M-69-5  
Oct 1969  
*  Oct 1969  
MP M-69-6  Dec  1969  
* Statement B.  See Preface.  

MOBILITY AND ENVIRONMENTAL SYSTH1S LABORATORY 
Miscellaneous Papers 
Title 
Effects of Test Techniques on Wheel Performance, by
N. R. Murphy and A. J. Green 
Description and Comparison of Tire Performance in 
Sand in Terms of Energy Parameters, by E. M. Leflaive 

A Computer Method for Determining Upper Canopy
Closure at El Verde, Puerto Rico, by A. P. Desmarais 

Trafficability Tests with Major/Minor Wheel Vehicle 
Equipped with 16xl4.5-6 Tires, by J. H. Robinson and 
E. s. Rush 
Simulating Dynamic Ride Characteristics of Pneumatic 
Tires, by 	A. S. Lessem 
Stress-Displacement Relations and Terrain-Vehicle 
Mechanics: A Critical Discussion, by K. W. Wiendieck 

A Mathematical Model for Traversal of Rigid Obstacles 
by a Pneumatic Tire, by A. S. Lessem and A. J. Green 

A Theoretical Evaluation of the Shear-to-Normal Stress 
Ratio at the Soil-Wheel Interface, by K. W. Wiendieck 
Trafficability Tests with a Rubber-Tired Log Skidder, 
by J. H. Robinson, R. P. Smith, and B. Y. Richardson 

Vehicle Dynamics Research at Waterways Experiment
Station, by A. J. Green and G. G. Switzer 
Effects of Cesium137 Irradiation on Vegetation Structure and Optical Density at El Verde, Puerto Rico, by A. P. 
Desmarais 	and B. T. Helmuth 
Limited Trafficability Tests with Major/Minor Wheel 
Vehicle Equipped with 20xl4-10 Tires, by R. P. Smith 
and J. H. Robinson 

Utility Carrier Development Program: 
Report 1 	Limited Study of Effects of Jungle Trail 
Characteristics on Performance of Selected 
Self-Propelled Vehicles, by E. S. Rush 

Report 2 	Limited Study of Effects of Vegetation 
Characteristics on Performance of Selected 
Self-Propelled Vehicles, by T. D. Hutto, 
J~ L. Decell, and A. A. Rula 

The Role of Ground Crawling Vehicles in the Ocean, by
K. W. Wiendieck and D. R. Freitag 
AD Number AD 746 758 AD 746 759 AD 841 803 AD 841 855 
AD A032 894 AD A040 177 AD A032 896 AD A040 176 AD 848 416 AD 746 760 AD 860 631 
AD 859 719 
AD 753 427 
AD 902 842L 
AD A032 898 
Number  Date  
MP M-69-7  Dec 1969  
MP M-69-8  Dec 1969  
MP M-70-1  Mar 1970  
* MP M-70-2  Apr 1970  
MP M-70-3  May 1970  
MP M-70-4  May 1970  
* t4P M:_70-5  May 1970  
MP M-70-6  May 1970  
MP M-70-7  Sep 1970  
MP r1-70-8  Dec 1970  
* MP M-70-9  Dec 1970  
r1P ~1-70-1 o  Dec  1970  
MP M-71-1  Feb 1971  
MP M-71-2  Feb 1971  
* Statement B.  See Preface.  
by W. P. Bohnert and M. P. Meyer 


MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Miscellaneous Papers 
Title 
Effects of Cone Velocity and Size on Soil Penetration Resistance, by G. W. Turnage and D. R. Freitag 
A General Theory of Stresses and Displacements in 
Elastic and Viscoelastic Layered Systems, by Yu-Tang
Chou 

A Comparison of Environments of Rain Forests in 
Dominica and Puerto Rico, by r1. Soriano-Ressy, A. P. 
Desmarais, and J. W. Perez 

Worldwide Strength Conditions of Surface f4aterials,
Aerial Infrared Survey of the Walter F. George Lock 
and Dam, Chattahoochee River, Alabama-Georgia, by

L. E. Link 
Performance Evaluation of Wheels for Lunar Vehicles 
(Summary Report), by D. R. Freitag, A. J. Green, and 
K.-J. Melzer 

Environmental Characteristics of Border Security Sites in Puerto Rico, by M. Soriano-Ressy, J. R. Lundien, and W. N. Rushing 
Effect of Pressure Distribution Under Pneumatic Tires 
on Stresses and Displacements in the Supporting
Elastic Media, by Y. T. Chou 

A Plan for Quantitative Evaluation of the Cross-Country Performance of Prototype Vehicles, by w. E. Grabau,
J. K. Stoll, and B. G. Stinson 
Tests with an Experimental Wheel on Clay, by K. W. 
Wiendieck 
Limited Performance Tests of the XM759, 1-l/2-Ton
Logistical Carrier, Amphibious, by B. G. Schreiner 

and E. S. Rush 
Effects of Soil Surface Conditions on Drawbar Pull of 
a Wheeled Vehicle,;by E. s. Rush 

Standard Penetration Test and Relative Density, by
K.-J. Melzer 

Evaluating Penetration Tests in Clay from Measured 
Soil Particle Movements, by Y. T. Chou 

AD Number AD A032 899 AD A032 900 AD A032 901 AD 869 490L AD A032 902 AD 705 570 AD B017 262L AD A032 903 AD 877 016 AD A032 904 AD 879 172L AD A032 961 AD A032 962 AD A032 591 
Number  Date  
MP  M-71-3  Feb 1971  
MP  M-71-4  Mar 1971  
MP M-71-5  Jun 1971  
Unnumbered  Aug  1971  
MP M-71-7  Nov  1971  
* MP  M-72-1  Mar 1972  
MP  M-72-2  Apr 1972  
MP  M-72-3  Apr 1972  
MP  M-72-4  Apr 1972  
MP M-72-5  May 1972  
Unnumbered  May 1972  
MP  r~-72-6  Jul  1972  
MP r~-72-7  Oct 1972  
MP M-72-8  Nov  1972  
Nov  1972  
Jan 1973  

MOBILITY AND ENVIRONMENTAL SYSTEf~S LABORATORY 
Miscellaneous Papers 
Title 
The Performance 0f Two Boeing-GM Wheels (GM VII and 
GM VIII) for the Manned Lunar Rover Vehicle, by A. J. 
Green and K.-J. Melzer 

Event Dial Pack; Project LN309: Effectiveness of 
Craters as Barriers to f1obility, by C. A. Blackmon 
and A. A. Rula 

Utilization of Synthetic Soils in Engineering Research, by A. J. Green 
Report of Conference on Seismic Propagation Study, 
U. S. Army Engineer Waterways Experiment Station, 
22 June 1971 

Automation of Cross-Country Locomotion Model, by J. A. 
Parks and J. K. Stoll 
Automation of Model for Predicting the Clearing of Vegetation by Explosives for Helicopter Landing Zones (HLZ r~odel), by M. H. Smith 
Effect of Design Changes on Vehicle Performance; A 
Limited Study of the M35A2 (Modified) and the f1113Al 
Operations and Maintenance Manual for a Scale-Model 
Lunar Roving Vehicle, by A. S. Lessem 
Effects of Environment on Seismic Intrusion Detector 
Performance; A Preliminary Report, by B. 0. Benn and 
L. E. Link 
Evaluation of Surface Shear Strength Measurements for 
Use in Laboratory Mobility Studies, by T. R. Patin 
Report of Second Conference on Seismic Propagation 
Study, IJ. S. Army Research Office, 15 December 1971 
A Method for Producing Quantitatively Based Military Geographic Intelligence Products for an Airmobile Division, by J. L. Decell, W. E. Grabau, B. 0. Benn, 
J. K. Stoll, and B. G. Stinson 
A System for f1easuring Tree or Stand Productivity for Use in the f1anagement of Forest Lands, by H. H. All en and H. W. West 
Ground Truth Requirements for Remote Sensor Data Acquisition and Analysis, by L. E. Link 
Errata Sheet No. 
Errata Sheet No. 2 
AD Number AD A032 963 
AD 720 986 AD A006 519 AD 755 909 
AD A032 964 AD BOO? 718L 
AD A017 725 
AD 757 392 
AD 894 404 
AD 743 167 
AD 756 191 
AD 757 388 
AD 752 420 
* Statement B. See Preface. 
MOBILITY  AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  ~1-72-9  Dec  1972  Overt Ecologic Effects of Ejecta from Nuclear Excavation, Proposed Interoceanic Canal Route 25, by E. E. Addor  
MP M-73-1  Jan 1973  Automation of a Model for Predicting Soil Moisture and Soil Strength (SMSP Model), by M. H. Smith and r~. P. Meyer  AD  755 095  
MP  ~1-73-2  Apr 1973  Power Requirements for Wheels OperatingSoils, by K.-J. Melzer  in Fine-Grained  AD  759 501  
t1P  M-73-3  Apr 1973  Site Characterization of Vehicle Signature Study Sites, General Motors Proving Grounds, ~1ilford, Michigan, by J. R. Curro, Jr.  AD  760 431  
MP M-73-4  May 1973  Suggested t1ethod for Application of the WES VCI/RCI Criteria to Helicopters and Related Ground SupportEquipment, by E. S. Rush  AD  A017  731  
MP  M-73-5  Jun 1973  Event t·1ixed Company III; Project LN305: Effectiveness of Craters as Barriers to Mobility, by C. E. Green  AD  910 627  
MP  M-73-6  May 1973  Project DIAMOND ORE; Phase IIA: Effectiveness of Craters as Barriers to t1obility, by C. A. Blackmon and C. E. Green  AD  A017  726  
MP M-73-7  May 1973  Analysis of the Ability of a Laser Profilometer Systemto Evaluate Unprepared Landing Sites, by L. E. Link, Jr.  AD  763 180  
MP M-73-8  Jun 1973  Characterizing Vegetation from Existing Source Material for Predicting t1unition Height of Burst in Inaccessible Areas, by H. H. Allen and J. G. Collins  AD  763 179  
MP  M-73-9  Jun 1973  Environmental  Characteristics  at Line Sensor Sites,  AD  A012  631  
Woodbridge and Fort Belvoir, Virginia, by C.  A. Miller  
* ~1P M-73-10  Jun 1973  r1unition Burst Probability as Related to Vegetation, Fuze, and Munition Trajectory Characteristics, by J. Collins and H. H. Allen  G.  AD  911 69ll  
MP M-73-11  Aug  1973  The Use of Remote Sensing Techniques for Detection and Identification of Pollutant Discharges, by L. E. Link, Jr.  AD  A017  727  
MP M-73-12  Sep 1973  Generation and Propagation of Microseismic Signals from Footsteps, by J. R. Lundien and B. 0, Benn  AD  A029 380  
r1P M-73-13  Sep 1973  Water Hyacinth Research  in Puerto Rico, by W.  N. Rushing  AD  A032 970  
* MP  M-73-14  Sep 1973  Vehicle r1obility Assessment of r~unitions Transfer Truck on Selected Areal Terrains, by B. G. Schreiner and H. E. Willoughby  AD  BOO?  716L  

* Statement B. See Preface. 
~1-12 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Number 
* Unnumbered MP M-73-15 MP M-73-16 Unnumbered 
~1P M-74-1 MP M-74-2 
* MP M-74-3 Unnumbered 
* MP t~-74-4 
MP M-74-5 
* MP t~-74-6 
MP M-74-7 
~1P ~1-74-8 
~1P t1-75-l t1P M-75-2 
* Statement B. 
Date Nov 1973 nee 1973 
Dec 1973 
Mar 1974 
Apr 1974 
May 1974 May 1974 May 1974 
Jun 1974 Sep 1974 Aug 1974 Sep 1974 
Oct 1974 Jan 1975 Jan 1975 See Preface. 
Miscellaneous Papers 
Title AD Number 
Report of Third Program Review of Seismic Sensor Systems AD A017 728 Investigation 
The Effect of Military Transportation Activities on the AD A032 971 Environment, by A. J. Green, D. D. Randolph, and A. A. Rula 
Prediction of Aircraft Ground Performance by Evaluation AD 775 744 of Ground Vehicle Rut Depths, by G. W. Turnage and 
D. N. Brown 
Terrain Analysis for the Armored Reconnaissance Scout AD 776 387 Vehicle Test Program, by D. D. Randolph and C. A. Blackmon 
A Limited Study of the Performance of an Interim 3/4-Ton AD A032 972 Wheel/Track Convertible Test Rig, Houghton, Michigan, and Vicksburg, Mississippi, by \4. E. Willoughby 
Remote-Sensing Practice and Potential, by A. N. AD A035 977 Williamson, W. K. Dornbusch, and W. E. Grabau 
A Preliminary Study of Scale-Model Bulldozer Blades AD B017 264L 
Report of Symposium on the Design, Testing, and Deployment AD 780 752 of Unattended Ground Sensors, u. S. Army Engineer Water
ways Experiment Station, Vicksburg, Mississippi, 11-12 September 1973 
Experimental Study of Tripline Deployments in Selected AD 920 453L Environments at Jefferson Proving Ground, Indiana, by 
H. W. West and V. E. LaGarde 
Beach Trafficability Testing with Off-Road t~aterials AD A017 723 Handling Equipment, Anzio Beach, Little Creek, Virginia, by E. S. Rush 
t4obility Validation Test Results for the Armored AD B003 764L Reconnaissance Scout and Comparison Vehicles, by W. E. Willoughby and :.B. G. Schreiner 
Characterization of Selected Road Sections in Western AD A018 289 
1
United States~ by A. A. Rula and J. H. Robinson 
f 
~1apping of Selected ARSV Test Courses at Fort Knox, AD AOOl 520 Kentucky, and Comparison with Other Selected Terrains, by D. D. Randolph 
A Possible Decision Structure for Environmental Manage-AD A005 147 ment, by W. E. Grabau and B. 0. Renn 
A Guide for Collecting Seismic, Acoustic, and ~1agnetic AD A005 148 Data for Multiple Uses, by B. 0. Benn and P. A. Smith (includes Appendix A) 
MOBILITY  AND  ENVIRONt1ENTAL  SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  M-75-3  Apr 1975  PROJECT Green  ESSEX  I, Phase 1, Mobility Experiments, by C.  E.  AD  AOll  493  
* MP  M-75-4  ~lay 1975  Terrain Description, Vehicle Mobility, and Cover and Concealment Characteristics for the Bushmaster Middle  AD  BOOS  325L  
East and Europe Scenarios: A Qualitative Assessment, by H. W. West and B. G. Schreiner  
MP t1-75-5  Jun 1975  Comparison of the Ride Qualities of Standard M60Al and Hybrid (Tube-Over-Bar) M60AlE3 Tanks, by N. R. Murphy,Jr., and J. H. Robinson (includes Appendix A)  AD  A013 986  
* t4P  M-75-6  May 1975  An Experiment in Fixed-Installation Camouflage, Aircraft Shelter Complex at Eglin Air Force Base, Florida, by T. L. Engdahl and W. N. Rushing (includes Appendix A)  AD  BOOS  510L  
MP M-75-7  Jun 1975  WES Papers Presented at 5th International Conference, International Society for Terrain-Vehicle Systems, June 2-6, 1975, Detroit-Houghton, Michigan  AD  A012  653  
t·1P  M-75-8  Aug  1975  Estimating the Performance Capability of 50,000-Lb-Capacity Container Handler on Beach and Desert Sands, by E. S. Rush and G. tl. Durham (includes Appendix A)  AD  A014 273  
* MP  M-75-9  Sep 1975  Terrain Characteristics Data Acquisition Study at Fort Bragg, North Carol ina, by T. L. Engdahl (includes Appendix A)  AD  B014 780L  
~1P M-75-10  Nov  1975  Rationale and Plan for Field Data Acquisition Required for the Rational Design and Evaluation of Seismic and Acoustic Classifying Sensors, by B. 0. Benn  AD  A018 346  
MP  M-76-1  Feb 1976  Preliminary Tests of Gloss-Reduction and ColoringAgents for Camouflage of Polyvinyl Acetate Dust-Control Film, by C. R. Styron III and E. E. Addor  AD  A021  652  
* MP  t1-76-2  Feb 1976  Limited Evaluation of Vertical-Cut Belt Loader in Over- AD  B009 657L  
burden Removal and Surface 11ining of Coal, by E. S. Rush and J. R. Sargeant  
MP  M-76-3  Feb 1976  Terrain Constraints on the Design, Testing, and Deployment of the GATOR Mine, by J. R. Lundien (includes Appendix A)  AD  BOlO 050  
Unnumbered  Feb 1976  Dictionary of Unique Terms of Remotely Monitored Battlefield Sensor System (REMBASS) and Related Sensor Systems  AD  A021  583  
MP t1-76-4  Mar 1976  Feasibility of Using Large Tractor Dozers in the Surface t1ining of Coal and the Reclamation of t1ined Areas, by E. S. Rush and W. E. Willoughby (includes Appendixes A-D)  AD  A022 852  
* Statement B.  See Preface.  

~10BILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Number MP M-76-5 
MP M-76-6 
* 
MP M-76-7 MP M-76-8 MP M-76-9 

MP M-76-10 

* 
MP M-76-11 

MP M-76-12 MP M-76-13 MP M-76-14 MP M-76-15 

* 
MP M-76-16 

MP M-76-17 

* 
MP M-76-18 

* 
MP M-76-20 


Date Apr 1976 
Mar 1976 
Mar 1976 Apr 1976 May 1976 
May 1976 
Jun 1976 
Jun 1976 Jun 1976 Jun 1976 Aug 1976 Jul 1976 
Aug 1976 Oct 1976 
Nov 1976 
Miscellaneous Papers 
Title 
Computer-Calculated Tank-Defender Intervisibility on Hunter-Liggett Military Reservation Sites Alpha and Bravo, by V. E. LaGarde and T. D. Hutto 
Comparison of the Ride and Mobility Characteristics of Selected Commercial l/4-to 3/4-Ton Vehicles and the Military Ml51A2 Utility Truck, by n. D. Randolph (includes Appendixes A-B) 
Project ESSEX I, Phase 2, Mobility Experiments, by 
C. E. Green 
Air-Photo Analysis of Armor Stones on Cleveland Dikes, by L. E. Link, Jr. (includes Appendix A) 
Pixel Problems, by W. E. Grabau 
Feasibility of Monitoring Flow Patterns and Sediment and Pollutant Dispersion of Water Bodies with 24-Channel Spectral Data, by M. H. Smith 
Terrain Description, Cover and Concealment Calculations, and Vehicle Speed Predictions for A~10RES, by T. D. Hutto and H. W. West 
A Concept for Constructing Vegetation Physiognomy, by by W. E. (]rabau 
Seismic Methods of Locating Military Ground Targets, 
by D. H. Cress (includes Appendixes A-C) 
Demonstration of a New Technique for Rapidly Surveying 
Roof Moisture, by L. E. Link, Jr. 
A Study of Impact and Penetration of the Gator Mine in Earth Materials, by J. R. Lundien and C. A. Miller 
A Technique for Achieving Geometric Accordance of 
LANDSAT Digital Data, by J. G. Kennedy and A. N. 
Williamson (includes Appendixes A-C) 
Performance of Towed Wheels Operating in Turned Mode 
on Soft Soils--A Pilot Study, by K.-J. Melzer 
Preliminary Evaluation of the Ability of the C-12A 
Aircraft to Operate Safely on Substandard Airstrips, 
by G. N.,Durham and N. R. Murphy, Jr. (includes Ap
pendixesA-B) 
Constraints of Terrain on Deployment of Patriot 
Systems, by M. M. Culpepper 
AD Number AD A023 211 
AD A022 853 
AD BOlO 489L AD A024 066 AD A026 598 
AD A025 333 
AD BOll 942L 
AD A026 261 AD A027 369 AD A026 722 AD B0:2 007 AD B013 354L 
AD A028 909 AD B014 711L 
AD B015 851L 
* Statement R. See Preface. 
MOBILITY AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  M-76-21  Dec 1976  Camouflage Materials for Fixed-Installation Concealment, by T. L. Engdahl (includes Appendixes A-C)  AD  A033 933  
t1P M-76-22  Dec 1976  Water-Quality and Rainfall Data Collected with Automated Field Station, Fort McClellan, Alabama, by M. H. Smith, H. M. Floyd, and H. 1~. West  AD  A035 825  
MP  M-77-1  Jan 1977  Mobility Performance of Towed and Self-Propelled Artillery and Related Vehicles, by D. D. Randolph and J. H. Robinson (includes Appenrlixes A-G)  AD  A036 188  
MP M-77-2  Jan 1977  Roof Moisture Surveys at Pease AFB, New Hampshire, and Offutt AFB, Nebraska, by L. E. Link, Jr.  AD  A036 090  
* MP M-77-3  Mar 1977  Ride and Shock Test Results for the Leopard 2 AV Tank, by B. G. Schreiner  AD  B017 429L  
* MP  M-77-4  Mar 1977  Mobility Test Results for the \~est German 7-Ton r~AN 6X6 Cargo Truck and 10-Ton MAN 8X8 Cargo Truck, by B. G. Schreiner  AD  B017  533L  
MP M-77-5  Apr 1977  Environmental nata Collected with Automated Field Station at the Upper Blakeley Island Disposal Area, Mobile, Alabama, by ~1. H. Smith, H. M. Floyd, and H. W. West  AD  A040 004  
MP M-77-6  Apr 1977  Characterization of Selected Areas for Evaluation of Performance of the XM718/741 Remote Anti-Armor Mine System (RAAMS), by A. A. Rula and Behzad Rohani (ineludes Appendixes A-B)  
MP  t~-77-8  Jun 1977  Soil/Terrain Evaluation of Representative Test Areas, Hunter-Liggett Military Reservation, California, by A. A. Rula  AD  A042  523  
* ~1P M-77-9  Jul  1977  Ride and Shock Test Results for the M60Al, XM-1 Chrysler, and XM-1 General Motors Tanks, by B. G. Schreiner  AD  B020 475L  
MP M-77-10  Jul  1977  Survey of Relative Hardness of Selected Impact Areas, Yuma Proving Ground, Arizona, by A. A. Rula and Behzad Rohani  AD  A042  310  
MP  M-77-11  Sep 1977  Description of Terrain to be Used in Evaluating the Lofted Mine Concept, by E. E. Addor and E. E. Garrett  AD  A046 157  
MP M-77-12  Sep 1977  Event DICE THROW Mobility Experiments, by C.  E. Green  AD  A046 146  
MP  M-77-13  Sep 1977  Terrain Characteristics at Gator Mine Impact and Penetration Test Sites, Aberdeen Proving Ground,  AD  A046  540  
Maryland, by C.  E. Green  
* Statement B.  See Preface.  

M-16  
Number  Date  
* Unnumbered  Oct 1977  
MP  M-77-14  Nov  1977  
MP  M-78-1  Jan 1978  
* MP  M-78-2  Feb 1978  
* MP  M-78-3  Feb 1978  
t4P M-78-4  Feb 1978  
~1P M-78-5  Mar 1978  
MP  M-78-6  Jun 1978  
* MP  M-78-7  Jun 1978  
* MP  ~1-78-8  Jul  1978  
MP  M-78-9  Aug  1978  
MP  M-78-10  Nov  1978  

MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Miscellaneous Papers 
Title 
Report of Second Symposium on the Design, Testing, and Deployment of Unattended Ground Sensors, U. S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., 11-12 May 1976 
An Example of Applying Remote Sensing to a Corps of 
Engineers Archeological Problem, by L. E. Link, Jr. 
Status Report for Selection of Sites for Background 
Noise Signature Data Base Development, by M. A. Zappi 
Experimental and Analytical Study of Tripline Per
formances, by H. W. West and V. E. LaGarde 
A Limited Study of Surface Treatments to In pede 
Vehicle Mobility, by B. G. Schreiner 
Innovations in Digital Image Processing, by A. N. 
Williamson 
Limited Evaluation of Experimental and Standard 
Tractor Dozer Blades, by E. S. Rush, B~ G~ Schreiner, 
and W. E. Willoughby (includes Appendixes A-B) 

Preinstallation Survey Guide for Maid~Miles System, 
by C. A. Miller (includes Appendix A) 
Comparative Evaluation of Ride Associated with Normal, 
Prone, and Supine Seating in a Light Combat Vehicle, by 
G. G. Switzer · · 
Mobility Performance Evaluations of Three Off-Road Materials Handling Vehicles, Anzio Beach, Little Creek, Virginia, by J. :H. Rohinson 
Mobility Performance of Selected 1-1/4-to 5-Ton Cargo Trucks in the HIMO West Germany Study Area (TACV Excursion), by D. D. 'Randolph (includes Appendixes A-C) 
Mobility Performance of 1/4-to 10-Ton Tactical Trucks and Cargo Carriers in the HIMO West Germany Study Area (TACV Study), by D. D. Randolph (includes Appendixes A-C) 
AD Number AD B023 097L 
AD A048 106 AD A051 316 AD B026 148L AD B026 017L AD A082 048 AD A053 767 
AD A056 703 AD B027 949L 
AD B033 601L 
AD A060 324 
AD A062 455 
* Statement B. See Preface. 
Number Unnumbered TM 3-240 
Date Sep 1945 Nov 1947 
Mar 1948 Aug 1948 Oct 1948 
Apr 1949 
May 1949 Sep 1949 Jun 1950 May 1951 r1ay 1951 Jan 1954 
Aug 1954 Nov 1954 Nov 1955 Dec 1956 Jun 1959 
Aug 1961 May 1963 
~10BILITY AND ENVIRONMENTAL SYSTEr4S LABORATORY 
Technical Memoranda 
Title 
Trafficability of Soils 
Trafficability of Soils; Pilot Tests, Self-Propelled

Vehicles Supp1ement 1 Laboratory Tests to Determine Effects of ~1oisture Content and Density Variations 
Supplement 2 Trafficability Studies-Fort Churchill, Summer 1947 Supplement 3 Development of Testing Instruments Supplement 4 Tests on Self-Propelled Vehicles, Yuma,Arizona, 1947 Supplement 5 Analysis of Existing Data 
Supplement 6 	Tests on Self-Propelled Vehicles, 
Vicksburg, r4ississippi, 1947 

Supplement 7 	Tests on Towed Vehicles, 1947-1948 
Supplement 8 Slope Studies 
Supplement 9 Vehicle Classification 
Supplement 10 Tests on Natural Soils with Self

Propelled Vehicles, 1949 and 1950 Supp1ement 11 Superseded by Supplement 16 ·Supplement 12 Tests on Natural Soils with Self-Propelled Vehicles, 1951-1953 Supp1ement 13 Pilot Study. Tests on Coarse-Grained 
Soils 
Supplement 14 	A Summary of Trafficability Studies 
Through 1955 

Supplement 15 	Tests on Coarse-Grained Soils with 
Self-Propelled and Towed Vehicles,
1956 and 1-957 

\ 
Supplement 16 	Soil I Classification 
Supplement 17 	Tests on Coarse-Grained Soils with 
Self-Propelled and Towed Vehicles, 
1958-1961 

AD Number 
AD 108 278 AD 108 279 AD 108 280 AD 108 451 
AD 108 452 
AD 108 453 AD 038 092 AD 108 454 
AD 108 455 
AD 034 076 
AD 052 206 AD 082 187 AD 121 975 AD 218 089 
AD 265 743 AD 409 691 
MOBILITY  AND  ENVIRONMENTAl  SYSTH~S LABORATORY  
Techni ca1 t1emoranda  
Number  Date  Title  AD  Number  
TM 3-240  
(Cant)  Mar 1968  Supplement 18  Development of Revised Mobility Index Formula for Self-Propelled Hheeled Vehicles in Fine-Grained Soils, byJ. G. Kennedy and E. S. Rush  AD  832 912  
Apr 1971  .Supplement 19  Effects of Surface Conditions on Drawb~r Pull of a Wheeled Vehicle, by E. S. Rush and J. H. Robinson  AD  723 406  
Apr 1974  Supplement 20  Development of Vehicle Performance Prediction Equations and Classification System for Coarse-Grained Soils, byJ. G. Kennedy  AD  778 717  
TM  3-331  Forecasting Trafficability of Soils:  
Oct 1951  Report 1  Meteorological and Soil Mississippi, 1948-1949  Data, Vicksburg,  
Jun 1952  Report 2  Meteorological and Soil Mississippi, 1949-1951  Data, Vicksburg,  AD A950 030  
Report 3  The Development of Methods for Predicting Soil Moisture Content:  
Oct 1954  Volume  Sum~ary Report  AD 053 867  
Oct 1954  Volume 2  Prediction Sites at Vicksburg, Miss.  AD 053 868  
Oct 1954  Volume 3  Prediction Sites at Other Locations and  AD 053 869  
Related Studies  
Oct 1954  Appendix  Special Studies and Records of Soil t1oisture and Weather  AD  053 870  
Feb 1957  Report 4  Information for Predicting Moisture in Surface Foot of Various Soils  the  AD  A950 084  
Jun 1959  Report 5  Development and Testing of Some Average Relations for Predicting Soil Moisture  AD  218 088  
Report 6  Airphoto Approach:  
Jun 1963  Volume  AD  409 916  
Jun 1963  Volume  II  AD  41 0 212  
Jun 1964  Report 7  A Pilot Study of Soils Subjectedand' Thawing  to  Freezing  AD  450 626  
Dec  1967  Report 8  Variability of Physical Properties of Loess Soils, Warren County, Mississippi, by C. A. Carlson and A. R. McDaniel  AD  824 443  

~1-19  
MOBILITY  AND  ENVIRONr1ENTAL  SYSTEMS  LABORATORY  
Technical  Memoranda  
Number  Date  Title  AD  Number  
TM 3-331  
(Cont)  Jul  1968  Report 9  Water Table Study at Crossett, Arkansas, byJ. R. Bassett and ~1. P. f1eyer  AD  838 517  
Jul  1971  Report 10  Relations of Strength to Other Properties of Fine-Grained Soils and Sands with Fines,  AD  728 814  
by J. G. Collins  
TM  3-414  Trafficability of Snow:  
Aug  1955  Report 1  Vehicles in Snow: State of the Art  A Critical  Review of the  
Aug  1955  Report 2  Greenland Studies, 1954  AD  082 188  
May  1960  Report 3  Greenland Studies, 1955 and  1957  AD AD  239 552 756 111  
Oec  1960  Report 4  Tests  on  Subarctic Snow  AO AD  266 508 A950 085  

MOBILITY  AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 3-462  Studies of Aerial  Cone Penetrometer:  
Jul  1957  Report 1  Laboratory Study of Mechanical  Principles  AD  138 265  
Apr 1958  Report 2  Field Tests  AD  161 067  
Aug  1963  Report,3  Field Tests  in Fine-Grained Soils, 1960  AD  450 613  
Jun 1970  Report 4  Impact Velocity-Impact Force Investigations,1968, by J. G. Kennedy  AD  871 005  
TR 3-505  Approach Roads:  
Jun 1959  Report 1  Greenland 1955 Program  AD  712 512  
Apr 1963  Report 2  Greenland 1956-1957 Program  AD  404 483  
TR 3-516  Deflection of Moving  Tires:  
Jul  1959  Report 1  A·Pilot Study  on  a 12x22.5 Tubeless Tire  AD  219 384  
Aug  1961  Report 2  Tests with a 12.00-22.5 Tubeless Tire on Asphaltic Concrete, Sand, and Silt, 1959-1960  AD  265 742  
May 1965  Report 3  Center-line Deflection Studies Through July1963, by M. E. Smith and D. R. Freitag  AD  615 510  
TR 3-545  Stresses Under Moving Vehicles:  
Report 1 in this series Paper No. 4-230  was  published  as  Miscellaneous  
May 1960  Report 2  Wheeled Vehicles (M135),1957  Lean and Fat Clay,  AD  238 973  
Jul  1960  Report 3  Tracked Vehicles Clay, 1956  (M29C, D4,  and D7)  on  Fat  AD  241 537  
Jul  1964  Report 4  Distribution of Stresses on an UnyieldingSurface Beneath Stationary and Towed Pneumatic Tires  AD  450 620  
Jul  1965  Report 5  Distribution of Stresses Beneath a Towed Pneumatic Tire in Air-Dry Sand, by A. J. Green and N. R. Murphy  AD  468 723  
TR  3-565  Tests with Rigid Wheels:  
May  1961  Report 1  Tests  in  Fat Clay, 1958  AD  266 510  
TR 3-609  Aug  1962  Operation SwampObservations  Fox  I, Terrain and Soil  Trafficability  AD  290 529  

~10BILITY AND  ENVIRONMENTAL  SYSTEt1S  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 5-625  May 1963  Environmental Factors Affecting Ground Mobility in Thailand; Preliminary Survey  AD  411 528  
May  1963  Appendix A  Results of Survey of Existing Data and Literature  AD  411 530  
May 1963  Appendix  B  Soil  Classification  AD  411 533  
May 1963  Appendix C  Soil  Trafficability  AD  411 534  
~~ay 1963  Appendix D  Vegetation  AD  411 531  
May 1963  Appendix E  Surface Geometry  AD  411 529  
May 1963  Appendix  F  Hydrologic Geometry  AD  413 984  
11ay 1963  Appendix G  Weather and Climate  AD  411 532  
t1ay 1963  Appendix H  Evaluation of Road  Observations  AD  411 535  
TR 3-639  Jan 1964  Strength-t1oisture-Density Relations of Fine-Grained Soils in Vehicle Mobility Research  AD  450 623  
TR 3-n41  Jan 1964  Trafficability Tests with the Marsh Screw AmphibianCoarse-Grained and Fine-Grained Soils  on  AD  450 621  
TR 3-652  Measuring Soil  Properties  in Vehicle Mobility Research:  
Aug  1964  Report 1  Strength-Density Relations of  an  Air-Dry Sand  AD  450 614  
Oct 1965  Report 2  An Evaluation of the Rectangular Hyperbolafor Describing the Load-Deformation Responseof Soils, by N. R. Murphy  AD  625 737  
Nov  1970  Report 3  Effects of Velocity, Size and Shape of Probes on Penetration Resistance of Fine-Grained  AD  878 789  
Soils, by G.  W. Turnage  
Jul  1971  Report 4  Relative Density and Cone Penetration Resistance, by K.-J. Melzer  AD  729 367  
Jun 1973  Report 5  Resistance of Fine-Grained Soils Penetration, by G. W. Turnage  to High-Speed  AD  763 184  
Jul  1974  Report 6  Resistance of Coarse-Grained Soils to High-Speed Penetration, by G. W. Turnage  AD  781 991  
Jun 1975  Report 7  Behavior of Fine-Grained Soils Under High-Speed Tire Loads, by G. W. Turnage  AD  A012  146  
TR 3-656  Trafficability Tests (Muskeg):  on  Confined Organic Terrain  
Sep 1964  Report 1  Summer 1961 Tests, by N. E. S. Rush  W. Radforth and  AD  450 618  

MOBILITY AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR 3-656  
(Cont)  Report 2  Summer 1962 Tests, by E. S. Rush, Schreiner, and N. H. Radforth  B. G.  
Dec 1965  Volume  AD  629 522  
Dec 1965  Volume  II  AD  735 773  
TR 3-666  Performance of Soils Under Tire Loads:  
Jan 1965  Report 1  Test Facilities and Techniques, by J. McRae, C. J. Powell, and R. D. Wismer  L.  AD  456 426  
Aug  1965  Report 2  Analysis of Tests in Yuma Sand Through August 1962, by C. J. Powell and A. J. Green  AD  621 045  
Feb 1966  Report 3  Tests in Clay Through November 1962, by R. Wismer  D.  AfJ  631 029  
Feb 1966  Report 4  Analysis of Tests in Sand from September1962 Through November 1963, by G. W. Turnageand A. J. Green  AD  632 245  
Jul  1967  Report 5  Development and Evaluation of Mobility Numbers for Coarse-Grained Soils, by A. Green  J.  AD  817 122  
Oct 1967  Report 6  Effects of Test Techniques mance, by N. R. Murphy  on  Wheel  Perfor AD  823 500  
Apr 1972  Report 7  Extension of Mobility Prediction Procedures to Rectangular-Cross-Section Tires in CoarseGrained Soil, by T. R. Patin  AD  741 770  
Sep 1972  Report 8  Application of Test Results to Tire Selection for Off-Road Vehicles, by G. W. Turnage  AD  751 750  
TR 3-670  Jan 1965  Wheels on Soft Soils; An D. R. Freitag  Analysis of Existing Data, by  AD  457 877  
TR 3-681  Mobility Environmental  Research Study:  
Jun 1965  Report 1  A Literature Survey of Environmental Factors in Thailand, by J. D. Broughton, J. H. Shambur~er, and D. B. Del Mar  AfJ  620 030  
TR 3-688  Aug  1965  A Dimensional Analysis of the Performance of Pneumatic Tires on Soft Soils, by D. R. Freitag  AD  621 955  
TR 3-693  Terrain Analysis by Electromagnetic r~eans:  
Oct 1965  Report 1  Laboratory Investigations in the 0.765.00-Micron Spectral, by B. R. Davis, E. B. Lipscomb, and S. J. Knight  to  AD  472 873  

Number 
TR 3-693 (Cont) 
TR 3-702 TR 3-703 
TR 3-726 Date Sep 1966 Nov 1967 
May 1967 
Feb 1971 
Dec 1965 Nov 1965 
r1ay 1968 
Jan 1968 Sep 1967 Mar 1968 Nov 1967 May 1966 
Apr 1968 Jun 1966 
t~OBILITY AND ENVIR0Nt1ENTAL SYSTEr1S LABORATORY 
Technical Reports 
Title 	AD Number 
Report 2 	Radar Responses to Laboratory Prepared Soil AD 802 104 Samples, by J. R. Lundien 
Report 3 	Laboratory Investigations in the 0-to 2.82-AD 825 172 Mev Gamma-Ray Spectral Region, by J. R. Lundien 
Report 4 	Laboratory Investigations of the Infrared AD 815 453 Emissivity of Soils Below a Wavelength of 
7.7 Microns, by N. J. Lavecchia, A. N. Williamson, and H. J. Nikodem 
Report 5 	Laboratory Measurement of Electromagnetic AD 881 799 Propagation Constants in the 1.0-to 1.5-GHz Microwave Spectral Region, by J. R. Lundien 
Characteristics of U. S. Rice Fields and Their Effects AD 628 734 on Ground Mobility, by J. G. Kennedy and E. S. Rush 
A Study of the Effects of \~et Surface Soil Conditions AD 625 390 on the Performance of a Single Pneumatic-Tired Wheel, by J. L. Smith 
Mobility Environmental Research Study: A Quantitative 
~1ethod for Describing Terrain for Ground ~1obility: 

Volume 	Summary, by J. H. Shamburger and vi. E. Grabau AD 835 392 
Volume II 	Surface Composition, by R. C. \~right and AD 827 289 
J. R. Burns 
Volume I II 	Surface Geometry, by H. K. Dornbusch AD 820 788 
Volume IV 	Vegetation, by J. D. Broughton and E. E. AD 830 l34 Addor 
Volume V 	Hydrologic Geometry, by E. E. Garrett and AD 827 290 
J. H. Shamburger 
Volume VI 	Selected Air-Photo Patterns of Terrain AD 484 656 Features, by R. E. Frost, P. L. Johnson, 
R. D. Leighty, V. H. Anderson, A. 0. Poulin, and J. N. Rinker 
Volume VII 	Development of Factor-Complex ~1aps for AD 833 829 Ground t1obility, by W. K. Dornbusch 
Volume VIII 	Terrain Factor-Family Maps of Selected AD 487 500 Areas 
MOBILITY  AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Technical  Reports  
Number  Date  Title  
TR 3-727  Apr 1966  Feasibility Study of the Use of Radar to Detect Surface and Ground Water, by B. R. Davis, J. R. Lundien, and A. N. Williamson  
TR 3-729  Jun 1966  Mechanics of Wheels on Soft Soils; A Method of Analyzing Test Results, by E. ~1. Leflaive  
Nov  1967  Report 2  Effect of Width on by E. M. Leflaive  Rigid Wheel  Performance,  
TR 3-732  Jun 1966  Comparison of Engineering Properties of Selected Temperate and Tropical Surface Soils, by ~1. P. Meyer  
TR 3-744  Trafficability Tests (Muskeg):  on  Unconfined  Organic Terrain  
Nov  1966  Report 1  Summer 1963 Tests, by E. Schreiner  S. Rush and B.  G.  
TR 3-753  Jan 1967  Trafficability Classification of Thailand Soils, byM. P. Meyer  
TR 3-769  Mar 1967  Feasibility Study of the Use of Very High FrequencyRadio Imaging Techniques for Detection of Tunnels, byH. J. Nikodem  
TR 3-783  An Analytical Model for Predicting Cross-CountryVehicle Performance:  
Jul  1967  AppendiX A  Instrumentation of Test Vehicles, by B. Benn and Malcolm Keown  o.  
Appendix B  Vehicle Performance in Lateral and tudinal Obstacles (Vegetation):  Longi- 
Dec 1968  Volume  Lateral Obstacles, by C. J. K. Stoll  A. Blackmon and  
Jul  1968  Volume  II  Longitudinal Obstacles, by C. and 0. D. Randolph  A. Blackmon  
Feb 1972  Appendix  c  Vehicle Performance in Vertical  Obstacles  
(Surface Geometry), by C. N. R. Murphy  A. Blackmon and  
Feb 1970  Appendix D  Performance of Amphibious Vehicles in the Water-Land Interface (Hydrologic Geometry),by C. A. Blackmon, B. G. Stinson, and J. K. Stoll  
Apr 1971  Appendix E  Quantification of the Screening Effects of Vegetation on Driver's Vision and Vehicle Speed, by B. G. Stinson  
Aug 1970  Appendix F  Soil-Vehicle Relations on Soft Clay Soils (Surface Composition), by C. A. Blackmon  

AD 
AD 

AD AD AD 
AD AD AD 
AD 
AD AD AD 
AD 
AD 
AD 
Number 483 864 
485 854 824 232 486 478 
805 328 808 540 381 811 
817 532 
846 257 838 872 737 687 
866 165 
724 070 
875 612 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 

Technical  Reports  
Number  Date  Title  AD Number  
TR 3-790  Jul  1967  Pilot Study of Response of CV-2 Aircraft to Terrain, by A. J. Green and E. S. Rush  Irregular  AD  818 980  
TR 3-791  Moisture-Strength Characteristics of Selected Soils in Thailand:  
Aug  1967  Volume  Analyses and Application of Data, by J. G. Kennedy, J. G. Collins, and rt H. Smith  AD  820 220  
Aug  1967  Volume  II  Basic Data, by J. G. Kennedy, J. Collins, and M. H. Smith  G.  AD  820 221  
* TR 3-808  Jan 1968  Evaluation of the Performance of the XM759 Carrier, by B. G. Schreiner and A. A. Rula  Logistical  AD  826 114L  
TR M-68-1  Dynamics of Wheeled Vehicles:  
May 1968  Report 1  A Mathematical Model for the Traversal of Rigid Obstacles by a Pneumatic Tire, by A. S. Lessem (includes Appendix A)  AD  834 324  
Aug  1969  Appendix B  Digital Implementation of Segmented Tire Model, by N. R. t1urphy  AD  857 163  
Mar 1971  Report 2  Implementation of Wiener-Bose Theory and Application to Ride Dynamics, by A. S. Lessem  AD  723 403  
Apr 1971  Report 3  A Statistical Analysis of Terrain-VehicleSpeed Sys terns, by N. R. r1u rphy  AD  723 405  
~1a r  1972  Report 4  A Statistical Analysis of Obstacle-Vehicle-Speed Systems, by G. G. Switzer  AD  739 916  
TR M-68-2  May 1968  Contribution to the Mechanics of Rigid Wheels by K. W. Wiendieck  on  Sand,  AD  833 871  
TR M-69-1  Jan 1969  Vegetation Structural Characteristics at Selected Sites in the Panama Canal Zone and Thailand, by H. W. West  AD  848 404  
TR  r~-69-2  May 1969  Improved Hheel Performance on Sand by Controlled Ci rcumferential Rigidity, by K. W. Wiendieck  AD  688 876  
TR M-69-3  Evaluation of Construction t1unitions for Clearing Helicopter Landing Zones in Forested Areas, Project Combat Trap:  
*  Aug  1969  Report 1  Effects of Bomb Blast on Trees, by B. 0. Benn, J. G. Collins, W. N. Rushing, and  AD  505 295L  
E. W. Eckard  

* Statement B. See Preface. 
M-26  
Number TR M-70-1 TR ~1-70-2 TR M-70-3 TR M-70-4 TR M-70-5 TR t~-70-6 TR M-70-7  Date Mar 1970 Mar 1970 t4ar 1970 Mar 1970 Apr 1970 Apr 1970 May 1970  
May 1970  
TR M-70-8 TR M-70-9 * TR M-70-10  Jul 1970 Jun 1970 Jul 1970  

* Statement B. See Preface. 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Technical Reports 
Title 
The Basic Sinkage Equations and Bearing Capacity
Theories, by M. J. Hvorslev 
Performance Evaluation of Wheels for Lunar Vehicles, 
by D. R. Freitag, A. J. Green. and K.-J. Melzer 
Evaluation of WES Analytical Model in Selected Terrains (XM559El GOER Tests at Camp Gagetown, New Brunswick, Canada), by B. G. Stinson 
Relative Off-Road Mobility Performance of Six Wheeled and Four Tracked Vehicles in Selected Terrain, by J. K. Stoll, D. D. Randolph, and A. A. Rula 
Performance of Riverine Utility Craft (RUC) in Riverine Environments, by B. G. Schreiner, R. P. Smith, and 
C. E. Green 
Quantitative Description of Selected West German 
Terrain for, Ground t1obil i ty, by H. K. v/oods and 
J. H. Shamburger 
Evaluation of the Relative Off-Road Performance of 15 Vehicles in Synthalogous Theaters of Operation (STOP)Terrain Factor Complexes: 
Volume  I  Application of an Analytical Model for Predieting and Evaluating Vehicle Performance in STOP Terrain Factor Complexes; and Appendix A: Analytical t1odel for Predicting Cross-CountryVehicle Performance, by D. D. Randolph  
Volume II  Appendix B: Vehicle Performance Predictions in Tropical Climate Theater; Appendix C: Vehicle Performance Predictions in Arid  
Climate Theater; Appendix D: Vehicle Performance Predictions in Temperature ~limate Theater, by D. D. Randolph and R. H. Johnson  
AD A032 765 


A Preliminary Study of Seafloor Trafficability and Its Prediction, by K. W. Wiendieck 
A Mathematical Model for Predicting the First-Collision Probabiliti~s of Spheres on Tree Branches and Stems, by
H. J. Nikodem and H. W. West 
Relative Off-Road Mobility of r~BT70 and M60A1El Tanks in Selected Terrains in West Germany, by A. A. Rula,
C. A. Blackmon, B. G. Stinson, and J. K. Stoll 
AD Number AD 869 015 AD 702 246 AD A032 764 
AD A040 175 
AD 869 011 AD A040 174 
AD A032 836 
AD 710 965 AD 872 254 
AD 511 150L 
MOBILITY AND  ENVIRONMENTAL SYSTEMS LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR M-70-11  Mobility Exercise A (MEXA)  Field Test  Program:  
Mar 1971  Report  2  Volume l, Performance of MEXA  and Three  AD  883 199  
Military Vehicles in Soft Soil, bv B.  G.  
Schreiner  
Jul  1970  Report 3  Performance of MEXA  and  Three Military Ve AD  875 940  
hicles in Lateral Obstacles, by J. L.  Decell  
Jan 1974  Report  4  Performance of Selected t4EXA  and  Military  AD A032 769  
Vehicles in Vertical Obstacles, by N.  R.  
Murphv,  Jr., and  A. A. Rula  
TR  M-70-12  European Waterways Study; A Procedure for Describing  
Tactical Gaps, by  R.  R.  Friesz,  A. P. Desmarais,  K. s.  
Fife, w. G. Willis, and w.  E. Grabau:  
*  Jul  1970  Volume l  AD 875 511L  
*  Jul  1970  Volume 2  AD 875 512L  
*  Jul  1970  Volume  3  AD  875 546L  
TR  M-70-13  Intratheater Transportation Requirement Study,  a  Pro 
cedure for  Constructing Synthalogous Environments:  
*  Sep 1970  Volume 1  Rationale, by w.  E. Grabau and  J. H.  Shamburger  AD  876 345L  
Sep 1970  Volume  2  Maps  AD  876 382  
TR  M-70-14  Penetration Resistance of Soils:  
Nov 1970  Report l  Tests with  Circular Footings in  Air-Drv Sands,  AD  715 979  
by A.  J. Green  
Nov  1970  Report  2  Gamma-Ray Techniques  for  Nondestructive  AD  715 980  
Measurements of Soil  Density and  Density Pro 
file, by A.  N. Williamson  
Jul  1971  Report  3  Tests with Circular Footings in Cohesive  AD 726 968  
Soils, by A.  J. Green  
TR  M-70-15  Oct 1970  Performance of Boeing-GM Wheels in  a  Lunar Soil Simu 
lant (Basalt), by A.  J. Green and  K.-J.  Melzer  
(superseded by M-71-10, Report l)  
* TR M-71-l  May 1971  Performance Evaluation of a  First-Generation Elastic  AD  B007 715L  
Loop Mobility System, bv K.-J.  Melzer and  A. J. Green  

* Statement B. See Preface. 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Technical Reports 
Number Date 	Title AD Number 
TR M-71-3 	Environmental Characterization of M1mitions Test Sites: 
Jul 1971 Volume I 	Techniques and Analyses of Data, by AD 887 926 
H. w. West, R. R. Friesz, E~ A~ Dardeau, Jr., 
G. F. Brown, L. E. Couch, and J~ A. Parks 
Jul 1971 Volume II 	Data I, by H. w. West, R. R. Friesz, AD 887 927 
E. A. Dardeau, Jr., G. F. Brown, L. E. Couch, and J. A. Parks 
Jul 1971 Volume III 	Data II, by H. w. West, R. R. Friesz, AD 887 928 
E. A. Dardeau, Jr., G. F. Brown, L. E. Couch, and J. A. Parks 
Jun 1972 Volume IV 	Supplementary Characterizations, by E. A. AD 745 411 Dardeau, Jr., R. R. Friesz, H. w. West, 
G. F. Brown, L. E. Couch, and J. A. Parks 
TR M-71-4 Jul 1971 	An Analysis of Ground Mobility Models (ANAMOB), by AD 886 513 
A. A. Rula and c. J. Nuttall 
TR M-71-5 	Performance of Soils Under Track Loads: 
Jul 1971 Report 1 	Model Track and Test Program, bv G. w. Turnage AD 728 496 
Nov 1971 Report 2 	Prediction of Track Pull Performance in a AD 733 926 Desert Sand, by G~ w. Turnage 
May 1976 Report 3 	Track Mobility Number for Coarse-Grained AD A026 721 Soils, by G. w. Turnage 
TR M-71-6 Sep 1971 	Prediction of the Slope-Climbing Capability of ElasticAD 731 205 Rim Wheels, by K. W. Wiendieck 
TR M-71-7 Oct 1971 	Effect of Yaw Angle on Steering Forces for the Lunar AD A006 518 Roving Vehicle Wheel, by A. J. Green 
TR M-71-8 Nov 1971 	Performance of Dual-Wheel Configurations in CoarseAD 732 864 Grained Soil, by K.-J. Melzer 
TR M-71-9 Dec 1971 	A Technique for Quantifying Forest Stands for Management AD 735 784 Evaluations, by H. W. West and H. H. Allen 
TR M-71-10 	Performance of the Boeing LRV Wheels in a Lunar Soil Simulant: 
Dec 1971 Report 1 	Effects of Wheel Design and Soil, by A. J. AD 756 213 Green and K.-J. Melzer (supersedes Technical Report M-70-15) 
Dec 1971 Report 2 	Effects of Speed, Wheel Load, and Soil, by AD A006 498 K.-J. Melzer 
TR M-72-1 Jun 1972 	Studies of the Dynamics of Tracked Vehicles, by A. S~ AD 743 464 Lessem and N. R. Murphy 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 

Technical  Reports  
Number  Date  Title  AD Number  
TR M-72-2  Seismic and Environmental  Characteristics of the Sensor  
Test Areas in the Panama Canal  Zone:  
Jun 1972  Report 1  Dry-Season Conditions, by L. West, and B. 0. Benn  E. Link, H.  W.  AD  907 867  
May 1973  Report 2  Wet-Season Conditions, by W. and R. E. Leach  F. Marcuson  III  AD  A017  724  
TR M-72-3  Aug  1972  A Mathematical Model for Preliminary Evaluations of Candidate Reservoir Systems, by J. L. Decell  AD  756 119  
TR M-72-4  Nov 1972  Detennining Presence, Thickness, and Electrical Properties of Stratified Media Using Swept-Frequency Radar,  AD  752 509  
by J. R.  Lundien  
TR M-73-1  Sep 1972  Veh i c 1 e t1obi 1i ty Assessment for Project Wheels Study Group (with Addenda), by A. A. Rula, C. J. Nuttall, Jr., and H. J. Dugoff  AD  A008 286  
TR M-73-2  Effects of Environment on Microseismic Wave Propagation Characteristics in Support of SID Testing at Fort Bragg,  
N. C.:  
*  Jun 1973  Report 1  Dry-Season Conditions, by H.  W. West  AD  8008 460L  
*  Dec 1974  Report 2 Comparison of Summer-and Winter-Season Conditions, by T. L. Engdahl and H. W. West  AD  8009 250L  
TR M-73-3  Jun 1973  Effects of Terrain on the Propagation of Microseismic Waves and Implantation Characteristics of Air-Delivered Sensors at Fort Huachuca, Arizona; Wet-and Dry-Season Conditions, by H. W. West and B. Rohani  AD  8005 327  
TR  t1-73-4  Jun 1973  A t1athematical f~odel for Predicting t1icroseismic Signals in Terrain Materials, hy J. R. Lundien and H. Nikodem  AD  A012 632  
* TR M-73-5  Aug 1973  A Numerical Model of the Ride Dynamics of a Vehicle Using a Segmented Tire Concept, by W. F. Ingram  AD 913 281L  
TR  M-73-6  Nov  1973  Detection Capability of by R. A. Weiss  a Strain-Sensitive Cable Sensor,  AD  771 901  
TR M-74-1  Jan 1974  Helicopter Movement and C. E. Green  on  llnimproved Terrain, by E.  S. Rush  AD  780 698  
TR M-74-2  Feb 1974  Application of Remote Sensors to Army Facility Management, by L. E. Link, Jr., and J. H. Shamburger (includes Appendix A)  AD  775 407  

* Statement R. See Preface. 
MOBILITY AND  ENVIRONt1ENTAL  SYSTEMS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR M-74-2  
(Cont)  Jan 1975  Appendix  B  Validation of Environmental Maps Produced Through Air-Photo Interpretation, by J. H. Shamburger and H. K. Woods  AD  A005  556  
* TR  M-74-3  Apr 1974  A Variable-Stress Vehicle Reliability Model, by A. Lessem  S.  AD  919 333L  
TR M-74-4  Analytical Study of Ground-Surface Shielding Characteristics of Selected Road Terrains:  
Jun 1974  Volume  I  nevelopment of Shielding ~1odel and Analysesof Results, by H. W. West, P. L. Doiron, and J. A. Parks  AD  781 491  
Jun 1974  Volume  II  Output of Shielding Model, by H. P. L. Doiron, and J. A. Parks  W. West,  AD  A040 173  
TR M-74-5  Computer-Calculated Geometric Characteristics of Middle-Mississippi River Side Channels:  
Jun 1974  Volume  Procedure and Results, by V. S. J. ~Jinfrey  E. LaGarde and  AD  A031  773  
Jun 1974  Vo 1ume  I I  Side-Channel Contour t1aps, by V. and S. J. Winfrey  E. LaGarde  AD  A031  771  
TR M-74-6  A User-Accessed Computer Information System for Environmentally Sensitive Wildlife:  
Jun 1974  Volume  I, by E.  E. Addor and  V. E. LaGarde  AD  787 258  
Jun 1974  Volume  II, by E.  E. Addor, J. K.  ~toll, and  v.  E. LaGarde  AD  787 259  
Jun 1974  Volume III, by E. V. E. LaGa.rde  E. Addor, J.  K. Stoll,  H. K. Woods,  and  AD  787 260  
Jan 1975  Errata Sheet No.  1  
TR M-74-7  Jun 1974  Performance Evaluation of a Second-Generation Elastic  AD  A031  772  
Loop r1obility System, by K.-J. Melzer and G. D. Swanson  
TR M-74-8  The Use of Remote Sensing Systems for Acquiring Data for En vi ronmenta 1 t1anagement Purposes:  
Nov  1974  Report 1  A Procedure for Predicting Image Contrasts in Photographic Remote Sensor Systems, by L. E. Link, Jr.  AD  A002  070  

* Statement B. See Preface. 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 

Technical  Reports  
Number  Date  Title  AD Number  
TR M-74-8 (Cont)  May 1976  Report 2  Application of Photographic Remote Sensors an Environmental Management Problem, by D. Cress and L. E. Link, Jr.  to H.  AD  A025 616  
May 1976  Report 3  A Nomogram for Computing Optical Density Contrast, by L. E. Link, Jr., and J. R. Stabler  AD  A026 718  
TR M-75-1  Jun 1975  Small-Scale Mobility Tests in Fine-Grained Layered Soils, by G. D. Swanson and T. R. Patin  AD  A013 491  
TR M-75-2  Selected Legally Protected Animals:  
Jun 1975  Report 1  Inventory for Use by United States Army Installations and Major Activities in the Continental United States, by V. E. LaGarde, A. M. B. Rekas, P. D. Lazarine, and J. K. Stoll (includes Appendixes A-C)  AD  A015  572  
Jun 1975  Report 2  Inventory for Use by Corps of Engineers Division and District Offices in the Contiguous United States, by A. M. B. Rekas, V. E. LaGarde, P. D. Lazarine, and J. K. Stoll (includes Appendixes A-B)  AD  A015  578  
TR  ~1-75-3  Oct 1975  Development of Procedure for Airfield Site Evaluation, by M. P. Keown, J. A. Parks, and J. K. Stoll (includes Appendixes A-B)  AD  A017 853  
* TR M-76-1  Jan 1976  AMC-74 and R.  Vehicle Dynamics ~1odul e, by N. R. Murphy, Jr., B. Ahlvin (includes Appendixes A-0)  AD  B009 205L  
TR M-76-2  Jan 1976  Experimental Verification of a Theoretical Loading Function Describing ~1omentum Trans fer from an Exp1osion to a Tree Stem, by M. P. Keown, J. K. Stoll, and Hansjoerg Nikodem (includes Appendixes A-B)  AD  A021  188  
TR M-76-3  Feb 1976  Mobility Analyses of Standard-and High-Mobility Tactical Support Vehicles (HIMO Study), by C. J. Nuttall, Jr., and D. D. Randolph (includes Appendixes  AD  A020 986  
A-G)  
* TR M-76-4  Feb 1976  Heavy Equipment Transporter (HET) Mobility Performance Evaluations, by J. H. Robinson and A. A. Rula (includes Appendixes A-R)  AD  B009 810L  
TR M-76-5  Mar 1976  Validation of the Ar1C-71 Mobility ~1odel, by B. Schreiner and W, E. Willoughby  G.  AD  A023 609  
Mar 1976  Appendix A: Vehicle Data; Appendix B: Description of Test Sites; Appendix C: of Terrain Terms and Procedures Used to  Location and Definitions Collect Ter AD  A023  608  
rain Data for Validation Tests; Appendix D: Terrain Data  Basic  

* Statement B. See Preface. 
M-32  
Number  Date  
TR M-76-6  Jun 1976  
* TR M-76-7  Jun 1976  
TR M-76-8  Aug  1976  
TR M-76-9  Sep 1976  
TR M-76-10  Sep 1976  
TR M-76-11  Nov  1976  
* TR M-76-12  Dec 1976  
TR M-77-1  Mar 1977  
TR M-77-2  
Jun 1977  
Sep 1977  
Sep 1980  
TR M-77-3  
Oct 1977  
* Statement B.  See Preface.  

MOBILITY AND ENVIRONMENTAL SYSTEr1S LABORATORY 
Technical 	Reports 
Title 
Use of Automated Remote Sensing Techniques to Define the Movement of Tow-Generated Suspended Material Plumes on the Illinois and Upper Mississippi Rivers, by L. E. Link, Jr., and A. N. Williamson, Jr. 
A Comparative Analysis of Selected Seismic and SeismicAcoustic Target Classifiers, by D. H. Cress (includesAppendixes A-H) 
Procedures for the Systematic Evaluation of Remote 
Sensor Performance and Quantitative Mission Planning,
by L. E. Link, Jr. (includes Appendixes A-E) 

Powered Wheels in the Turned Mode Operating on YieldingSoils, by G. N. Durham (includes Appendixes A-C) 
Baseline Elements and Information Sources for Environmental Quality t1anagement of Military Installations,by t4. P. Keown and M. R. Weathersby (includes AppendixesA-C) 
An Automated System for Collecting, Processing, and 
Displaying Environmental Baseline Data, by H. W. West 
and H. M. Floyd 

Computer Procedure for Calculating and Displaying the 
Boundaries of a Watershed, by V. E. LaGarde and 
r~. H. Smith 

Inventory 	of Sediment Sample Collection Stations in the 
Mississippi River Basin, by M. P. Keown, E. A. 
Dardeau, Jr., and J. G. Kennedy (includes Appendix A) 

Acquisition of Terrain Information Using Landsat ~1ultispectral Data: 
Report 1 	Correction of Landsat Multispectral Data for 
Extrinsic Effects, by Horton Struve, W. E. 
Grabau, and H. W. West 

Report 2 	An Interactive Procedure for Classifying 
Terrain Types by Spectral Characters, by
Hortqn Struve, W. E. Grabau, and H. W. West 

Report 3 	Application of an Interactive Classification Procedure in South Louisiana, by M. H. 
Smith and Horton Struve 

An Automated Procedure for Slope t1ap Construction: 
Volume I 	Description and Instruction for Use of the 
Automated Procedure, by Horton Struve 

AD Number AD A025 733 
AD B012 041L AD A030 728 AD A030 701 
AD A033 117 
AD A033 359 AD B016 l95L AD A039 571 
AD A042 999 AD A045 871 AD A092 807 
AD A047 794 
MOBILITY  AND  ENVIRONMENTAL  SYSTEMS LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
* TM M-77-3 (Cant)  Oct 1977  Volume II  Listing and Glossary for Program SLOPEMAP, by Horton Struve  AD  B023 657L  
TR M-77-4  Environmental Baseline Descriptions for Use in the Management of Fort Carson Natural Resources:  
Oct 1977  Report 1  Development and Use of Wildlife and Wildlife Habitat Data, by A. M. B. Rekas (includesAppendixes A-D)  AD  A048 656  
Sep 1977  Report 2  Water-Quality, Meteorologic, and HydrologicData Collected with Automated Field Stations,  AD  A046 827  
by H. W. West and H. M. Floyd (includesAppendix A)  
Apr 1978  Report 3  Inventory and Assessment of Current Methods for Rangeland Conservation and Restoration, by A. M. B. Rekas and W. L. Kirk (includesAppendixes A-D)  AD  A053 975  
Feb 1978  Report 4  Analysis and Assessment of Soil Erosion in Selected Watersheds, by M. P. Keown and H. W. West  AD  A052  347  
Sep 1977  Report 5  General Geology and Seismicity, by E. Dardeau, Jr., and M. A. Zappi  A.  AD  A046 828  
TR t1-78-1  May 1978  Terrain Considerations and Data Base Development for the Design and Testing of Devices to Detect IntruderInduced Ground Motion, by D. H. Cress (includes Appendixes A-G)  AD  A055  602  
TR M-78-2  Aug  1978  Movement of Suspended Particles and Solute Concentrations with Inflow and Tidal Action, by A. N. Williamson (includes Appendixes A-C)  AD  A062  684  
TR  ~1-78-3  Dec 1978  Study and Parametric Analysis of Trafficability, RunningGear, and Stability Considerations for Nearshore BottomCrawling Vehicles, by G. W. Turnage and W. c. Seabergh(includes Appendixes A-D)  AD  A063  733  

* Statement B. See Preface. 
M-34  
MOBILITY.AND ENVIRONMENTAL SYSTEMS LABORATORY Pavements and Soil Trafficability Information Analysis Center  
Number PSTIAC-1 PSTIAC-2 PSTIAC-3 PSTIAC-4 PSTIAC-5  Date Apr 1975 Nov 1975 Aug 1976 Jun 1977 Aug 1977 Aug 1977 Aug 1977 ·  Reports Title Microthesaurus of Vehicle Mobility, Environment, and Pavement Terms Bibliography of Papers Presented at r~eetings or in Technical Journals on Studies of the f'1obility and Environmental Systems Laboratory, by M. P. Meyer A Bibliography with Abstracts of ll. S. Army EngineerWaterways Experiment Station Publications Related to Vehicle Mobility, by M. P. Meyer A Bibliography with Abstracts of U. S. Army EngineerWaterways Experiment Station Publications Related to Terrain, by M. P. ~1eyer A Bibliography with Abstracts of U. S. Army EngineerWaterways Experiment Station Publications Related to Pavements: Volume I List of Reports and Indexes, by ~4. P. Meyer and Virginia Dale Volume II Report Document Page Data, Part 1: Bulletins, Instruction Reports, Miscellaneous Papers, by r1. P. r1eyer and VirginiaDale Volume III Report Document Page Data, Part 2: Technical Memoranda, Technical Reports,Pavements and Soil Trafficability Information Analysis Center Reports, Contract Reports, by M. P. Meyer and Virginia Dale  AD Number AD AOll 269 AD A018 290 AD A031 524 AD A043 789 AD A045 024 AD A045 025 AD A045 026  

Number Date 
CR 3-114 
Mar 1965 Mar 1965 Apr 1965 Apr 1965 
CR 3-154 Jun 1966 
CR 3-15 May 1955 
CR 3-78 Jun 1961 
Jun 1962 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports 
Contractor and Title of Report 
CHRYSLER CORPORATION, Detroit, Michigan 
A Study of the Vehicle Ride Dynamics Aspect of Ground 

Mobility: 
Volume I Summary, by B. D. Van Deusen 
Volume II Human Response to Vehicle Vibration, by 

B. D. Van Deusen 
Volume III Theoretical Dynamics Aspects of Vehicle 

Systems, by B. D. Van Deusen 
Volume IV Field Measurements, by B. D. Van Deusen and 

C. H. Hoppe 
COLORADO STATE UNIVERSITY, Fort Collins 
Instrumentation for Vehicle Mobility Testing in a 
Tropical Environment, by S. J. Clark 
CORNELL UNIVERSITY, Ithaca, New York 
An Environmental Analysis of the Fort Churchill, 
t1anitoba, Region, by T. A. Cheney and D. K. B. Beckel 
Text I 
Text II 
Folio 

DREXEL INSTITUTE OF TECHNOLOGY, Philadelphia, Pennsylvania 
A System for Describing, Classifying, ~lapping and Com
paring Surface-Water Bodies for r1ilitary Purposes; Pre
liminary Report, by Irwin Remson, R. C. Stiefel, and 

R. V. Giles 
Some Systems for Describing, Classifying, Mapping and 
Comparing Surface-Water Bodies for Military Purposes; 
Annual Report Number II, by Irwin Remson, R. V. Giles, 

R. L. Drake, and others 
AD Number 
AD 467 024 AD 467 025 AD 467 026 AD 467 027 
AD A032 585 
AD 474 157 
Number  Date  
CR 3-33  Sep 1964  
CR 3-155  Feb 1966  
Unnumbered  Jul  1964  
Jul  1964  
Jul  1964  
Jul  1964  
,Ju 1 1964  
Jul  1964  
Jul  1964  
Unnumbered  Aug  1965  
CR 3-13  Dec  1954  
CR 3-24  Sep 1957  

MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports 
Contractor 	and Title of Report 
FMC CORPORATION, ORDNANCE ENGINEERING DIVISION, San Jose,California 
A Research Study Concerning the Application of a Fourier Series Description to Terrain Geometries Associated with Ground Mobility and Ride Dynamics. Phase I:. Terrain and 
Vehicle Models 
A Computer Analysis of Vehicle Dynamics While TraversingHard Surface Terrain Profiles 
THE FLORIDA STATE UNIVERSITY, Tallahassee 
A Study to Develop Methods for the Analysis of the Fine 

Structure of Sea-Land Boundary Zones, by R. E. Stevenson and others Appendix A Photographs Appendix B Maps and Overlays Appendix c Profiles Appendix D Trafficability Data Appendix E Vegetation Data Appendix F Vegetation Data Environmental Studies of Protected Sea-Land Boundary
Zones Along the West Coast of Florida, by R. E. 
Stevenson and D. A. Warnke 
THE GEORGE WASHINGTON UNIVERSITY, Washington, DC 
Coding Handbook (revised editior.) 
Historical Records Project, Final Report: 

Section 1 	Introduction, Evaluation, and Recommendations 
Section 2 	The Environmental Element in Military
Operations 

Section 3 	Military Operations as Characterized by the 
Effects of Environment 

Section 4 	The Impact of Environment on Military
Operations 

AD Number 
AD 803 194 
~1-37 
Number 
CR 3-24 (Cont) 
CR 3-150 
CR 3-72 
CR 4-103 

CR 3-64 

Date 
Jun 1966 
May 1964 r~ay 1964 
Jun 1962 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports Contractor and Title of Report AD Number THE GEORGE WASHINGTON UNIVERSITY (Cont) Section 5 The Nine-Coordinate Probability Model 
Describing Environment-Military Operations 
Relationships 
Section 6 The t·1il itary Region: A Mathematical Model 

Section 7 	Evaluation of the Factor Analysis in a Study
of the Effects of Environment on Military
Operations 

Section 8 	Delineation of the ~1il itary Region 
KASETSART 	UNIVERSITY, Bangkok, Thailand 
Great Soil Group Survey of Selected Study Areas in 
Thailand, by Santhad Rojanasoonthon: 

Volume 1 Summary Report AD 488 314 Volume 2 Appendixes A through G AD 488 315 
MARSHALL UNIVERSITY, Huntington, West Virginia 
Quantitative Physiognomic Analysis of the Vegetation AD 450 738 of the Florida Everglades 
The Physiognomy of Vegetation: A Quantitative Approach 
to Vegetation Geometry Based Upon the Structural Cell 

Concept as 	the Minimum Sample Size: 
Concepts and Analytical Methods 	AD 617 727 
Appendix 	Field Data, Structural Diagrams and Sampling AD 617 728 Area Locations of the Vegetation of Camp t~cCoy, Wisconsin 
MISSOURI SCHOOL OF MINES AND t1ETALLURGY, Ro 11 a 
Test of Quantitative Terrain Description Systems at AD 653 631 Fort Leonard Wood, Missouri, by James C. Maxwell 
Number 
CR 3-31 

CR 3-163 
CR 3-164 

CR 3-18 

CR M-70-1 
CR 4-6 Date 
Apr 1958 May 1959 
Nov 1966 Nov 1966 
Jul 1956 
May 1970 May 1970 
Jun 1951 Jun 1951 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports Contractor and Title of Report UNIVERSITY OF MONTREAL, Canada A Universal System for Recording Vegetation, by
Pierre Dansereau Part II The Special Case of Aquatic Vegetation--AnExample in Southern Quebec, by Pierre Dansereau 
NEW YORK BOTANICAL GARDEN, Bronx, New York 
A Methodological Critique of Vegetation RecordingSystems, by Pierre Dansereau, P. F. Buell, and Ronald Dagon 
Studies on the Vegetation of Puerto Rico, by Pierre Dansereau and P. F. Buell 
NORTH CAROLINA STATE COLLEGE, Raleigh 
Terrain Study of the Panama Canal Zone with Specific Reference to the Ft. Sherman Area and Vicinity, by
C. R. McCullough 
OREGON STATE UNIVERSITY, Corva 11 is Characterization of Water Tables in Oregon Soils with 
Reference  to Trafficability:  
Volume  Data, by Larry Boersma and G.  H. Simonson  
Volume  II  Analysis, by Larry Roersma, and D. G. Watts  G. H. Simonson,  
AD 870 793 
AD 870 796 



PURDUE UNIVERSITY, ENGINEERING EXPERit1ENT STATION, Lafayette, Indiana 
Application of Airphoto Pattern Analysis to Soil Trafficability Studies: 
Book One, 	by 0. W. Mintzer, E. J. Yoder, and J. R. Shepard 
Rook Two 	Glacial Patterns 
AD Number 
AD 206 414 

AD 813 749 
AD 813 748 

AD 111 676 

Number 
CR 4-6 
(Cont) 
CR 4-12A 
CR 3-14 
CR 4-20 
CR 3-108 
Unnumbered 
Unnumbered Unnumbered Unnumbered Unnumhered 
Date 
Dec 1952 Jun 1951 Feb 1954 Jun 1954 Sep 1956 
Dec 1957 
Oct 1954 
Mar 1955 Sep 1956 
Nov 1953 
Dec 1970 
Jun 1971 
Dec 1971 
Jun 1972 
Dec 1972 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports Contractor and Title of Report PURDUE UNIVERSITY. ENGINEERING EXPERIMENT STATION (Cont) 
Book Three  Alluvial  Patterns  
Book Three  (Second Edition) Water Deposited Materials  
Book  Four  Miscellaneous Patterns  
Book  Five  Wind Deposited Soils  
Book Six  Residual  Materials (in 2 parts)  

Supplement No. 1 	Prepared by R. D. Miles and R. D. Leighty 
Supplement No. 2 	Glacial Deposited Materials. preparedby R. D. Miles and D. G. Shurig 
Effect of Soil Moisture and Other Natural Variables on 
Aerial Photo Gray 	Tones 
Terrain Study of the Yuma Test Station Area. Arizona 
Techniques for Predicting Soil Trafficability Informa
tion from Aerial Photographs. by R. D. Miles 
Statistical Analyses of Trafficability Data. by Paul 
Irick 
RICE UNIVERSITY. DEPARTMENT OF GEOLOGY. Houston. Texas 
Development of Remote ~1ethods for Obtaining Soil Information and Location of Construction t4aterial !Ising Gamma 
Ray Signatures for Project Tlm·1IS (in 2 volumes) 
Appendix 1 Engineering Drawings 
Development of Remote t1ethods for Obtaining Soil Information and Location of Construction Materials UsingGamflla Ray Signatures for Project THEt~IS 
Development of Remote Methods for Obtaining Soil Information and Location of Construction Materials UsingGamma Ray Signatures for Project THEMIS 
De~elopment of Remote Methods for Obtaining Soil In formation and Location of Construction Materials UsingGamma Ray Signatures for Project THEMIS 
Development of Remote Methods for Obtaining Soil Information and Location of Construction Materials UsingGamma Ray Signature for Project THHHS 
AD Number 
AD 626 500 
AD 718 519 
AD 885 986 AD 737 717 AD 901 555 AD 909 670 
Number 

CR 3-36 
Part 1 

CR 3-36 
Part 2 

CR 3-80 
CR 3-82 

CR 3-34 

CR 3-56 
CR 3-57 

Date 
May 1959 May 1959 
Nov 1962 Oct 1963 
r~ay 1959 May 1959 
May 1959 
May 1958 Jun 1958 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports 
Contractor and Title of Report 
THE UNIVERSITY OF SOUTH CAROLINA, Columbia 
Coding Handbook (Second Revised Edition) 
Environmental Stresses and Effects on Military
Activities; Final Report, by D. 0. Bushman and J. J. 
Petty 

UNIVERSITY OF SOUTHERN CALIFORNIA, Los Angeles 
Mapping, Classification, and Quantitative Expression
of Microrelief Features 

A Study of Microrelief; Its Mapping, Classification, 
and Quantification by Means of a Fourier Analysis, by

R. 0. Stone and James Dugundji 
SYRACUSE UNIVERSITY RESEARCH INSTITUTE, Syracuse, New York 
A Methodology for Military Evaluation and Comparison of 
Tropical Terrain: 

Volume 1, 	by H. V. B. Kline, V. G. Mazzucchelli, and 
D. C. Bennett 
Volume 2 	A Methodology for Recording Vegetation Descriptions, with Comparisons of Vegetation Types of the Panama Canal Zone and Other Tropical Areas, by C. C. Larson 
Addendum 	An Application of a Methodology for Military 
Evalua~ion of Tropical Terrain to the 
Panama Canal Zone, by H. V. B. Kline, V. G. 
Mazzucdhelli, and D. C. Bennett 

! 
A Comparison of the Terrain Characteristics and Vegeta
tion of Tropical ~frica and Panama, by H. V. B. Kline, 
D. C. Bennett, and C. C. Larson 
A Methodology for Tropical Terrain Comparisons; Final 
Report, First Phase, by H. V. B. Kline, D. C. Bennett, 
and c. C. Larson 

AD Number 
AD 759 498 
AD A006 597 

AD 450 828 

AD A006 598 
AD 226 311 

AD 716 976 

AD 201 154 

MOBILITY  AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
UNIVERSITY OF TENNESSEE, Knoxville  
CR 3-70  Environmental Descriptions of Ranger Training Areas:  
Jun 1963  Part 1  Mountain Training Area,  North Georgia  AD  466 271  
Aug  1964  Part 2  Eglin Field Area,  Florida  AD  466 272  
Vegetation Diagrams, Eglin Air Force Base,  Florida  AD  466 275  
Aug  1964  Part 3  Fort Benning Area, Georgia  AD  466 273  
Vegetation Diagrams,  Fort Benning, Georgia  AD  466 274  
TEXAS  INSTRUMENTS  INCORPORATED,  Dallas  
CR 4-96  Phase  I  System Analysis for a Waterways ExperimentStation Terrain Analysis Radar (ProjectWESTAR); Final Report  
Jan 1963  Phase II  System Implementation, Waterways Experiment Station Terrain Analysis Radar (ProjectWESTAR); Final Report and Engineering Handbook  AD  465 402  
Jan 1965  Phase III  Analysis of Results, Waterways ExperimentStation Terrain Analysis Radar (ProjectWESTAR); Final Report  AD  465 403  
CR 4-100  t1ar 1964  Final  Report  Waterways Experiment Station Terrain Analysis Gamma (Project WESTAG)  
ROYAL THAI  GOVERNMENT,  SOIL SURVEY  DIVISION,  
LAND  DEVELOPMENT DEPARTMENT,  Bangkok, Thailand  
CR 3-156  Oct 1966  Soil Series Survey of Selected Study Areas in Thailand, Summary Report, by F. R. ~1oormann, F. J. Dent, and Lek Moncharoen  AD 807 704  
Oct 1966  Appendix A Soil Survey of the Nakhon Sawan Area, byLek Moncharoen and Manu Omakupt  AD 807 699  
Aug  1966  Appendix  B  Soil Survey of the Lop Buri Area, by F. Dent and Mana Cheutongdee  J.  AD  489 699  
Aug  1966  Appendix  c  Soil Survey of Chiang Mai Dent and Manu Omakupt  Area, by F.  J.  AD  489 700  

Number 
CR 3-156 (Cont) 
CR 3-118 
CR 3-11 
CR 3-27 Date 
Aug 1966 
Oct 1966 
Aug 1966 
Aug 1965 
Mar 1954 Aug 1954 
Revised Sep 1957 Mar 1955 Jun 1955 
Sep 1955 nee 1955 Apr 1956 Jan 1957 
Dec 1957 May 1959 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports 
Contractor and Title of Report 
ROYAL THAI GOVERNMENT (Cont) 
Appendix D 	Soil Survey of the Pran Buri Area, by Lek Moncharoen, Suraphon Charoenpong, and F. J. Dent 
Appendix E Soil Survey of the Khon -Kaen Area, by Lek Moncharoen, n. A. Libby, and Mana ·· Cheutongdee 
Appendix F 	Soil Survey of the Chanthaburi Area, by Lek Moncharoen and F. J. Dent 
U. S. ARMY ENGINEER OHIO RIVER DIVISION LABORATORIES, 
Cincinnati 

Photoelastic Studies for Vehicle Mobility Research, by 
f. 
M. Mellinger, J. H. Hubbard, and R. L. Peters 

U. 
S. ARMY QIJARTERMASTER RESEARCH &ENGINEERING CENTER, 


Natick, Massachusetts 
Analogs of Yuma Climate: 
In the Middle East; Yuma Analogs No. 1 
In Northeast Africa; Yuma Analogs No. 2 

In Northwest Africa; Yuma Analogs No. 3 
In South Central Asia (India, Pakistan, Afghanistan, 
Iran); Yuma Analogs No.4 
In Soviet Middle Asia; Yuma Analogs No. 5 
In Chtnese Inner Asia; Yuma Analogs No. 6 
In East Centr.al Africa; Yuma Analogs No. 7 
In North America; Yuma Analogs No. 8 
Climatic Analogs of Fort Greely, Alaska, and Fort 

Churchill, Canada: 
In Eurasia 
In North America 

AD Number 
AD 489 701 
AD 807 703 
AD 489 702 

AD 621 221 

Number 
CR 3-30 
CR 3-43 
CR 3-143 
CR 3-153 

Date 
Apr 1958 Jun 1958 Jun 1958 Jul 1958 Jul 1958 
Sep 1958 Jun 1959 
Jul 1959 Oct 1960 Nov 1960 
Jul 1960 
Jan 1965 
Feb 1966 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports Contractor and Title of Report AD Number 
U. S. ARMY QUARTERMASTER RESEARCH &ENGINEERING CENTER 
(Cont) 
Analogs of Canal Zone Climate: 
In Middle America; Canal Zone Analogs 
In India and Southeast Asia; Canal Zone Analogs II 
In East Central Africa; Canal Zone Analogs III 

In West Central Africa; Canal Zone Analogs IV 
In South Central Africa and Madagascar; Canal Zone 
Analogs V 

In South America; Canal Zone Analogs VI 
In Indonesia, the Philippines, and Borneo; Canal 
Zone Analogs VII 
In Australia and New Guinea; Canal Zone Analogs VIII 
In the Far East; Canal Zone Analogs IX 
In the Pacific Islands; Canal Zone Analogs X 

U. S. ARMY SNOW ICE AND PERr~AFROST RESEARCH ESTABLISHt1ENT, 
Wilmette, Illinois 

Photo-Interpretation of Vegetation; Literature Survey and 
Analysis, by V. P. Finley 

U. S. ARMY TANK AUTOMOTIVE CENTER, LAND LOCOMOTION 
LABORATORY, Warren, Michigan 

~1obility Environmental Research Study One-Pass Program, AD 467 165 by P. W. Ha 1ey 
Mobility Environmental Research Study, Mobility Testing AD 800 462 Procedures, by R. A. Liston, T. Czako, P. W. Haley, and others 
Number  Date  
CR 4-8  
Nov  1951  
Nov  1951  
Jul  1952  
CR 3-22  
1957  
1957  
CR 3-25  Nov  1957  
CR 3-37  
Jun 1959  
Jan 1961  
CR 3-23  Jul  1964  
Dec  1964  

MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Contract Reports 
Contractor and Title of Report 

U. S. FOREST SERVICE 
The Development of Methods for Predicting Soil Moisture 
Content: 
Progress Report 1: 

Volume I, by E. J. Dortignac and H. W. Lull 
Volume II, by E. J. Dortignac and H. W. Lull 
Progress Report II 

U. S. GEOLOGICAL SURVEY, MILITARY GEOLOGY BRANCH, Washington, DC Terrain Study of the Army Test Area, Fort Greely, Alaska Volume Text, by G. W. Holmes and W. S. Benninghoff 
Volume 2 Maps 
Techniques for Determination of Terrain Analogs, by

G. E. Stoertz 
Analogs of Fort Greely and Fort Churchill Terrain: 
Analogs of Fort Greely and Fort Churchill Terrain in 
Alaska: Evaluation of Present Test Areas and Recommendation of Alternative and Supplementary Test Areas in Alaska, by G. E. Stoertz 
Plates 
Analogs of Fort Greely and Fort Churchill Terrain in 
Central East Greenland, by G. E. Stoertz 

VANDERBILT UNIVERSITY, Nashville, Tennessee 
The Description and Classification of Hydrologic Characteristics for Military Purposes, by P. A. Krenkel, 
P. B. Hoadley, and J. A. Carpenter 
Supplement, by P. A. Krenkel, J. A. Carpenter, and 

P. C. Chen AD Number 
AD 147 108 AD 147 109 AD 716 975 
AD 229 476 
AD 254 050 
AD 489 876 
Number 
CR 3-68 
CR 4-86 
CR 3-94 
CR 4-16 
CR 4-17 
CR 3-112 
CR 3-119 

CR 3-120 

CR 3-130 
CR 3-152 
, CR 3-162 

Date 
Jun 1963 
Mar 1963 Apr 1962 
Oct 1955 
Mar 1956 
May 1965 
Nov 1964 through Jun 1965 
~1ar 1965 
nee 1965 Jul 1966 May 1967 
MOBILITY AND ENVIRONt4ENTAL SYSTEt4S LABORATORY 
Contract Reports Contractor and Title of Report VANDERBILT UNIVERSITY (Cont) Application of t1acrogeometry and Vegetation Descriptive 
Techniques to Fort Knox, Kentucky Manual; A Technique for Macrogeometry Terrain Analysis Application of Terrain Descriptive Techniques to Fort 
Knox Kentucky 
WILSON, NUTTALL, RAIMOND ENGINEERS, INC., Chestertown,
Maryland 
Vehicle t4obility Research: A Preliminary Review of 
Major Accomplishments and Current Activities in the 
Field, by C. J. Nuttall 

Vehicle t1obility Research, 1956: A Review and a 
Suggested Program, by C. J. Nuttall 

Observing, Analyzing, and Forecasting the State of the Ground, by W. C. Grenke 
Summary of Trafficability Tests Through 1963 (in 
11 volumes) 

An Exploratory Study of the Effects of Terrain Surface Obstacles on Vehicle Performance; Final Oraft, by
G. T. Cohron and R. A. Werner 
A Dimensionless Consolidation of WES Data on the Per
formance of Sand Under Tire Loads, by C. J. Nuttall 

One-Pass Performance of Vehicles on Fine-Grained Soils, by C. J. Nuttall, C. W. Wilson, and R. A. Werner 
Ground-Crawling: 1966; The State-of-the-Art of De
signing Off-Road Vehicles, by C. J. Nuttall 
An Number 
AD 658 655 
AD 672 498 
AD 616 616 
AD A032 584 
AD 626 993 AD 487 446 AD 816 577 
Number  Date  
Volume  
IEB A-77-1  
IEB A-78-1  Jan 1978  
IEB A-78-2  Mar 1978  
IR A-77-1  Jan 1977  

MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Aquatic Plant Control Research Program Title AD Number 
Information Exchange Bulletins 
Aquatic Plant Control Research Program 
Aquatic Plant Control Research Program 
Aquatic Plant Control Research Program 

Instruction Reports Test Plan for the Large-Scale Operations Management AD A036 197 
Test of the Use of the White Amur to Control Aquatic 
Plants, by E. E. Addor and R. F. Theriot 

Number  Date  
* Unnumbered  Jun 1972  
* Unnumbered  Aug  1974  
MP  A-76-1  Oec 1976  
MP A-77-1  Jun 1977  
MP  A-77-2  Jun 1977  
MP A-77-3  Aug 1977  
MP A-78-1  Aug 1978  

MOBILITY  AND  ENVIRONMENTAL  SYSTEMS  LABORATORY  
Aquatic Plant Control  Research Program  
Miscellaneous Papers  
Title  AD  Number  
Proceedings, Research Planning Conference Plant Control Project, 12 January 1972  on  Aquatic  AD  745 895  
Proceedings, Research Planning Conference on Integrated Systems of Aquatic Plant Control, 29-30 October 1973  AD  787 302  
Proceedings, Research Planning Conference on the Aquatic Plant Control Program, 22-24 October 1975, Charleston, S. c. (includes Appendixes A-C)  AD  A036 072  
A Concept for the Development of Long-Term Management Plans for Aquatic Plant Control, by D. R. Sanders and J. 1_. Decell  AD  A041  301  
A Management Procedure for the Introduction of Biological Agents for Control of Aquatic Plants, by \~. F.:. Grabau  AD  A041  302  
Proceedings, Research Planning Conference on the Aquatic Plant Control Program, 19-22 October 1976, Atlantic Beach, Fla.  AD  A044 590  
Proceedings, Research Planning Conference on the Aquatic Plant Control Program, 3-6 October 1977, New Orleans, La.  AD  A060 779  

*These reports were published prior to WES's being designated as primary manager of the Aquatic Plant Control Research Program. 
M-48 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
Aquatic Plant Control Research Program 

Technical Reports Number Date No. Title AD Number Aquatic Plant Control Program: 
* Unnumbered Oct 1972 Controlled Release Herbicides, by E. 0. Gangstad, AD 750 223 
R. H. Scott, and R. G. Cason Unnumbered Dec 1972 2 Response of Aquatic Weeds to Laser Radiation, by AD 754 590 
Richard Couch Unnumbered Apr 1973 3 Biological Control of Alligator Weed AD 759 500 Unnumbered Jun 1973 4 Herbivorous Fish for Aquatic Plant Control AD 765 437 Unnumbered Oct 1973 5 Aquatic-Use Pattern for Silvex AD 769 583 Unnumbered Jan 1974 6 Biological Control of Water Hyacinth with Insect AD 775 408 
Enemies Unnumbered Nov 1974 7 Aquatic-Use Patterns for 2,4-D Dimethylamine and AD A002 568 Integrated Cont~ol 
Unnumbered Nov 1974 8 	Aquatic Weed Control with Plant Pathogens AD A002 567 
Unnumbered Mar 1975 9 	Integrated Control of Alligator Weed and Water AD A008 980 Hyacinth in Texas, by E. 0. Gangstad, Clifford Novosad, et al 
Unnumbered Jun 1975 10 	Integrated Program for Alligator Weed Management, by AD A012 008 
E. 0. Gangstad, R. D. Blackburn, et al Unnumbered Nov 1975 11 Effects of co?. Laser on Water Hyacinth Growth, by AD A018 866 
K. S. Long ano P. A. Smith 
Unnumbered ~1ar 1976 12 	Butoxyethanol Ester of 2,4-n for Control of AD A024 105 Eurasian Water Milfoil, by E. 0. Gangstad, Frederick Fish, R. A. Stanley, and others 
Unnumbered 	Sep 1976 13 Aquatic Use Pattern for Diquat for Control of AD A034 202 Egeria and Hydril1a, by R. D. Blackburn, E. 0. Gangstad, R. R. Yeo, and others 
*These reports were published prior to WES's being designated as primary manager of the 
Aquatic Plant Control Research Program. 
Number  Date  
TR  A-77-1  
Feb 1977  
TR  A-77-2  
Sep 1977  
TR A-78-1  Jan  1978  
TR A-78-2  
Jun  1978  
Dec  1979  
May  1979  
Jun  1979  
Jun  1981  
Nov  1981  
Apr  1979  
May  1982  

MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY 
"~~if) .!'1..~~--~ontrol Research Program 
Title 
Evaluation of Herbicide Application Platforms for 
Use in Aquatic Plant Control: 

Report 1 	Evaluation of the Marsh Screw Amphibian 
(MSA), by E. S. Rush and W. E. Willoughby 
(includes Appendixes A-B) 

A Field Test of Selected Insects and Pathogens for Control of Waterhyacinths: 
Report 1 	Preliminary Results for the 1975-76 Season, 
by E. E. Addor (includes Appendixes A-B) 

Development and Evaluation of Controlled Release 
Herbicides, by G. A. Janes, s. M. Bille, and N. F. 
Cardarelli 

Large-Scale Operations Management Test of Use of the 
White Amur for Control of Problem Aquatic Plants: 

Report 1 	Baseline Studies: 
Volume I 	The Aquatic ~1acrophytes of Lake Conway, Florida, by L. E. Nall and J. D. Schardt (includes Appendixes A-G on microfiche) 
Volume II 	The Fish, Mammals, and Waterfowl of Lake Conway, Florida, by Vincent Guillory 
Volume III 	The Plankton and Benthos of Lake Conway, Florida, by Roger Conley, E. c. Blancher II, Floor Kooijman, Charles Ferrick, J. L. Fox, and T. L. Crisman 
Volume IV 	Interim Report on the Nitrogen and Phosphorus Loading Characteristics of the Lake Conwav, Florida, Ecosystem, by 
E. c. Blancher II and c. R. Fellows 
Volume V 	The Herpetofauna of Lake Conway, Florida, by J. s. Godlev, R. w. 11cDiarmid, and 
G. T. Bancroft (includes Appendix A) 
Volume VI 	The Water and Sediment Quality of Lake Conwav, Florida, by H. D. Miller, P. B. Ragsdale, James Adams, and R. T. Kaleel 
Volume VII 	A Model for Evaluation of the Response of the Lake Conway, Florida, Ecosystem to Introduction of the White Amur, by 
K. C. Ewel and T. D. Fontaine III 
Volume VIII 	Summary of Baseline Studies and Data, by E. c. Blancher II and E. G. Buglewicz (includes Appendix A) AD Number 
AD A036 970 
AD A044 392 AD A053 029 
AD A057 345 
AD A081 132 AD A072 392 
AD A072 393 
AD A102 744 
AD A 109 492 
AD A069 897 
AD A 117 385 
MOBILITY AND  ENVIRONMENTAL  SYSTEMS LABORATORY  
Aquat!c  Plant  Control  ~~ch  Pro~!-~  
Technical  Reports  
Number  Date  Title  AD  Number  
TR A-78-2  
(Cant)  Report  2  First Year  Poststocking  Results:  
Feb  1982  Volume  II  The  Fish, Mammals,  and  Waterfowl of Lake  AD  A113  853  
Conway,  Florida, by Scott Hardin,  Roy  
Land, Gary Morse,  and  Mike  Spelman (includes  
Appendix A)  
Nov  1981  Volume III  The  Plankton and  Benthos of Lake  Conway,  AD  A109  516  
Florida, by T.  L. Crisman and  F. M.  
Kooijman  
Aug  1982  Volume  IV  Nitrogen  and  Phosphorus Dynamics of the  AD  A118 700  
Lake  Conway Ecosystem:  Loading Budgets  
and  a  Dynamic Hydrologic Phosphorus Model,  
by E.  c. Blancher  II and  c. R.  Fellows  
(includes Appendixes A-B)  
Jul  1983  Volume  V  The  Herpetofauna of Lake  Conway,  Florida:  AD  A134  341  
Community Analysis, by  R. W~ McDiarmid,  
G~ T.  Bancroft,  and  J. s. Godley (includes  
Appendixes A-B)  
Feb  1982  Volume VI  The vlater and  Sediment  Quality of Lake  AD  A113 854  
Conway, Florida, by  H. D~ Miller  
Nov  1981  Volume VII  A Model  for  Evaluation of the Response  AD  A109  493  
of the Lake  Conway,  Florida, Ecosystem  
to  Introduction of the White Amur,  by  
K.  C.  Ewel  and  T.  D.  Fontaine  III  
(includes Appendix A)  
Report  3  Second  Year  Poststocking  Results:  
Jul  1983  Volume  V  The Herpetofauna of Lake  Conway,  AD  A134  341  
Florida:  Community Analysis, by  
R~ w.  McDiarmid,  G~ T.  Bancroft,  
and  J. S.  Godley (includes Appendixes  
A-B)  
Aug  1982  Volume  VI  The Water and  Sediment  Qualitv of Lake  AD  A118 701  
Conway,  Florida, by H.  D. Miller and  
Rick  Potts  
Report  4  Third  Year  Poststocking  Results:  
Jan  1983  Volume  VI  The Water and  Sediment  Quality of  AD  A124  443  
Lake  Conway,  Florida, by H.  D. Miller  
and  James  Boyd  
Jun  1984  Report 5  Svnthesis Report, by A.  c~  Miller and  R.  H.  AD  A145  988  
King (includes Appendixes A-C)  

MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY  
Aquatic Plant Control  Research  Program  
Technical  Reports  
Number  Date  Title  
TR A-78-3  Mechanical  Harvesting of Aquati0  Plants:  
Report  1  Field  Evaluation of the Aqua-Trio System,  
by M.  M. Culpepper and  J. L~ Decell:  
Oct  1978  Volume I  (includes Appendixes A-E)  
Oct  1978  Volume  II  Appendix  F  
Jun  1980  Report  2  Evaluation of Selected  Handling Functions  
of Mechani0al  Control,  bv P- A~ Smith  
Cin0ludes Appendixes A-G)  
May  1984  Report  3  Evaluation of the Limnos  System, by  
J- L. Smith  Cin0ludes Appendixes A-B)  
AD A063 932 AD A063 960 AD A088 635 


AD Number 
Number Dete 
CR A-76-2 Oct 1976 
CR A-77-2 May 1977 
CR A-76-1 Oct 1976 
CR A-77-1 Apr 1977 
MOBILITY AND ENVIRONMENTAL SYSTEMS LABORATORY Aquatic Plant Control Research Program 
Contract Reports 
Contractor and Title of Report 
UNIVERSITY OF FLORIDA, DEPARTMENT OF PLANT PATHOLOGY, 
Gainesville 

Biological Control of Aquatic Weeds with Plant Pathogens, by T~ E~ Freeman, R~ Charudattan, K~ E4 Conway, and F~ W4 Zettler 
SYRACUSE RESEARCH CORPORATION, Syracuse, New York 
Fate of 2,4-D in Fish and Blue Crabs, by H~ c. Sikka 
U~ s. DEPARTMENT OF THE INTERIOR, FISH FARMING EXPERI
MENTAL STATION, Stuttgart, Arkansas 
Production of Monosex White Amur for Aquatic Plant 
Control, by J. G~ Stanley (includes Appendix A) 
WRIGHT STATE UNIVERSITY, DEPARTMENT OF CHEMISTRY, 
Dayton, Ohio 
Characterization and Evaluation of Polymers Containing 
Herbicides as Pendent Side Chains, by F. w. Harris 
AD Number 
AD A032 862 
AD A040 678 
AD A033 911 
AD A038 507 
SOILS AND PAVEMENTS LABORATORY 


Vol. Number
----·--
1 l-9 
10 
11 
Unnuw
b~rea 
12 
13 
14 
15 
29 33 
3:) 
3d 
Nar 1939 
Nov 1938 
tt,ar 1939 
Aug 1939 
Sep 1939 

Jun 1940 

Feb 1'342 

Jul 1942 

Jun 1947 

Se!J 1949 
Jun 1950 

l·lav 19':)2 

SOILS AND PAVEMENTS LABORATORY 
Bulletins 
Con_t_~~~-~-·--------------------------------------------------
Soil Mechanics Series 
Information About the Engineer Department Research Center and Type of Information Available; Notes on Other Soil Mechanics Laboratories and Progress of Work; Soil Testing Equipment; Characteristics of Bentonite-Treated Sands; New Chemical Grouting Processes. (Second Printing) 
Efficacy of Bentonite for Control of Seepage; Triaxi.al Compression Machine; Sei.smo5raph Demonstration in Ohio River Division; 11otorized Drill Rig; Lateral Pressures Exerted by lmJJOUnded Debri.s 
Terzaghi Lectures in Texas (Review of Lecture); Drainage v/ells for Levee Foundations; Tri-axial Notes; Specific Viscosity Correction Factors; Flood ~/all Foundation Photoelasti.c Studies; Compaction of Canal Lining 
Tri-axial Cowl-lression Testing 
Internal Drainage of Pervious Levees; Bentonite Grout Tests; Tri-axial llotes; r.osts of Mot(Jrized Drill Rig; Study of Silt Sar.1plers; Field Installation of Test Apparatus; Large Consolidometers 
Mobile Rotary Drill Rig barge-Mounted; Critical Void 
Ratio; Soil-bentonite Mixtures; Field Permeability Tests; Com!Jutagram Scale Speeds Sieve Analyses; Form 
for Loose Triaxial Speciwens; Hinged !wan-Type Auger 
Relations Between the behavior of Clay Minerals with 
Respect to Water and the Phvsical Properties of Cohesive Soils; Permeability Characteristics of Mud ~1ountain Impervious Core Material 
German-English Vocabulary of Soils Terms (compiled by H. B. Edwards) 
Combined Series 
Certain Considerations in tne Design of Flexible Pavements, Bases and Sub~rade 
Electrical Resistivity Exploration 
Undisturbed Sand Sampling below the Water Table 
Time Lag and Soil Permeability in Ground-water Observations 
Torsion Shear Apparatus and Testing Procedures 
AD Number
---·--------.. 
AD A950 071 
AD 077 625 
AD A950 075 
AD A950 076 


S-2  
SOILS  AND  PAVEMENTS  LABORATORY  
Nwnber------ ~e______  
IR  1  Apr  1956  Instructions for  Use  of Field  In-place  California  AD  A950  083  
Bearing  Ratio  Apparatus  
IR  2  Apr  1957  Field  Density Determinations by Sand  Volume  and  Drive  
Cylinder  Metr10ds  
IR  3  Dec  1957  Instructions  for  Installation ond  Observations of  
Engineering Measurement  Devices;  Port Allen  Lock,  Gulf  
Intracoastal Waterway,  Pl aquewine-l1ort!;CJO City  Route  
IR  4  Nov  1959  Developing  a  Set of CBR  Design  Curves  AD  658 078  
IR  5  Nov  1959  Instructions for  Installation and  Observations of  
Engineering  Measurelllent  Devices,  Uld  River  Navit;ation  
Lock  
IR  7  Oct  1965  Description and  Application of Airfield  Cone  Penetrome 
ter, by w.  B. Fenwick  
IR  S-69-1  t~ar  1969  Het  Track Abrasion Test  for  Desi.gn of Asphalt Slurry  AD  739 999  
Seals  
IR  S-69-2  Apr  1969  Use  of Polvpropylene-Asphalt  Membrane  as  an  Expedient  AD  744 1372  
Surfacin6 Material r.. D. Burns and v.  in tne Theater of Operations, by c. Barber  
IR  S-69-3  Jul  1969  InstallatirJn of XM18 Mat, by D. W. White  Extruded  AlUfuinum  Airfield  Landing  AD  856 70u  
IR  S-69-4  Jul  1969  Installation 0f Xi119  Airfield  Landing  l·lat  anu  Ancillary  AD  856 534  
Items, by  H.  L.  Green  and  o.  A. Ellison  (includes  
ApfJendix  A)  
Jun  1973  Appendix  B  Placement of XM19  Special Surfacing Landing  AD  762 1'37  
Mat, by G.  L. r.arr  
IR  S-69-5  Jun  1969  t·lembrane-Enveloped  Soil  Layers  as  !3ase  Courses  for  Air AD 739 565  
fields,  by  C.  D.  Burns  and  W.  N.  orabston  
IR  S-69-6  Jun  1969  Landing  Mat  Overlays  on  DeteriorateJ  Landing  Mat  or  AD  739 566  
Pavements, by  c.  D. Burns and  W.  N.  Brabston  
IR  S-70-1  Apr  19'70  Rapid  Assessment  of Soil  Strength  at  Aircraft  Landing  AD  705 572  
Sites, by  G.  M.  Ha~nitt  
IR  S-70-2  flji;jy  1970  Criteria for  Inspection,  Evaluation, Classification,  AD  700 J9l  
and  Reuse of Used  Airfield  Landing Mat,  by  P.  J.  Ve<.Jros  
and  D.  N.  Brown  
IR  S-70-~  J..Jri  1970  Restoration of Landing-Mat-Surfaced Subgrades by Grouting r~ethods, by c. D. Burns and V. c. Barber  

SOILS AND PAVEMENTS LABORATORY 
Number IR S-70-4 
IR S-70-5 IR S-71-l IR S-71-2 
IR S-72-1 
IR S-72-2 IR S-72-'3 IR S-73-l IR S-74-1 
IR S-74-2 
IR S-74-3 IR S-75-l IH S-76-l IR S-77-1 IR S-77-2 

IR S-77-3 
Date Jun 1970 
Dec 1970 Feb 1971 Mar 1971 
Mar 1972 
Apr 1972 Sep 1972 May 1973 
Apr 1974 Jun 1974 May 1974 
Jun 1974 Sep 1974 Jun 1975 Apr 197b Jun 1977 Jul 1977 
Nov 1977 

..;;T.;;i~t_-::l..;;e__________________________________________ 
Description, Placement Maintenance and Recovery In
structions for XW18 Membrane, by s~ G-Tucl{er and 
R. H., Grau 
romputer Method for ~ggregate Blending, by B. E., Lutter 
and T., D. rlhite 
Techniques for Rapid Road ronstruction Using MembraneEnveloped Soil Layers, by A. H., Joseph and s. L., Webster 
Maintenance and Repair Practices for Pavements 
Geometric Design of Military Roads in the Theater of 
Operations (Interim Procedure), by V. c. barber and 
D.. N. Brown 
Blasting Guide 
Emplacement and Maintenance of Dust-rontrol Materials, 
by M. M., Culpepper 
Evaluation and Maintenance of Expedient-Surfaced 
Airfield Facilities, by P., J., Vedros, Jr. 
Determination of In-Place Moisture and Density by 
Nuclear Methods, by S., L. Webster 
Errata Sheet No. 1 
Installation of ~eavy-Duty Truss-Web Extruded Aluminum 
Airfield Landing Mat, by D. w. White, Jr., 
Errata Sheet No. l 
Stabilization of Soil and Ag;~regate ~iaterials for 
Forward Area Operations, by R. W., Grau 
Slurry Seal Surface Treat•nents, by L. N. Godwin 
(includes Appendixes A-C) 
Research and Deve1opt.,ent ~lanagement Analysis Systeln 
(RDMAS), by S., F., Rutz (includes Appendixes A-E) 
Procedures for Development of CBR Design Curves, by 
A. Taboza Pereira (includes Appendix A) 
Heater-Planer, Heater-Scarifier, and Heater-Re~ix
Overlay Maintenance Procedures for Bituminous Pave
ments, by R., w. Grau (includes Appendix A) 
Procedure for Upe,rading Deteriorated Theater of Opera
tions (TO) Pavement Facilities, by c. D. Burns 
AD Number 
AD 756 369 

AD 756 127 
AD 720 194 

AD 739 915 
AD 756 179 AD 762 126 AD 779 422 
AD 779 423 
AD AOOl 521 AD A014 164 AD A025 447 AD A043 447 AD A043 270 
AD A047 630 



SuiLS AND  PAVEMENTS LABORATORY  
Miscellaneous Papers  
Number------- Date  Title  AD  Number  

MP  3-2  Apr  1952  Analysis ·of Design, Drainage Structures Below Hor!!,an  
City,  Franklin, Centerville, Maryland,  North Bend,  
Ellerslie and  Gordy;  Foundation Investigation  
MP  4-3  Condition Survey:  
Apr  1952  Report  Sewart Air Force Base, Smyrna,  Tennessee  
Oct  1952  Report  2  Pope  Air  Force Base,  Fort Bragg,  North  AD  010 210  
Carolina  
Nov  1952  Report  3  Lawson  Air  Force Base,  Fort Benning, Georgia  AD  010 351  
Mar  1953  Report  4  Ardmore Air  Force Base,  Ardmore,  Oklahoma  AD  010 352  
Jun  1953  Report 5  Eglin Air  Force Base, Valparaiso,  Florida  
Jun  1953  Report 6  Bolling Air  Force  Base, Washington,  D~  c~  
Sep  1954  Report 7  Kirtland  Air  Force Base, Albuquerque,  New  
~1exico, Surveys of 1945-1952  
MP  3-4  Apr  1952  Construction and  Testing of the Cone Sounding Device  
MP  3-5  Apr  1952  Pumping Tests  on  Pressure Relief Well  System,  Outlet  
Structure Excavation, Grenada Dam  
MP  3-6  May  1952  Field Observations  on  Texas and  Pacific Main Line  
Rail road  Embankment,  Morg.anza Flood way,  Louisiana  
MP  3-9  Aug  1952  Potomology Barrel  Samples  
MP  3-10  Sep  1Y52  Torsion Shear Study  AD  8951  469  
MP  3-12  Aug.  1952  Study of Variability of Sand  Deposits  
MP  3-14  AUt;;  1952  Tentative Design Curves  for Military Vehicular Traffic  
MP  3-15  Sep  1952  Freezing Test  on  Soil  AD  010 353  
MP  4-16  Oct  195.2  Development of Tentative CBR  Curves  for  Airplane Wheels  AD  010 355  
on  Unsurfaced  Soils  
MP  3-17  Sep  1952  Review of Soi.ls Desig.n and  Construction of Bayou Rapides  AD  B951 .469  
Draina~e Structure  :  
~1P  4-'29  Dec  1952  Develop111ent  or  Tentative C:BH  Design Curves  for  Landing  AD  008 639  
Mats  
MP  4-32  Nov  1Y52  Experimental  Puvements  at  Presque  Isle Air  Force Base,  
Maine  

Numuer  Date  
MP  4-34  Apr  1953  
MP  3-37  Jun  1953  
MP  4-38  Feb  1954  
HP  3-40  CJct  1952  
* jvJp  4-i-!3  Jul  1953  
t1P  4-44  Jul  1953  
t4P  4-4:i  Jul  19')3  
lAP  4-46  Au.;;  1953  
MP  4-47  Au~ 1953  
~1P  3-50  (Jet  1953  
M?  i.l-51  Jet 1953  
iW  3-52  Oct  1953  
~lP  i-53  Nov  1953  
:'IP  4-54  Get  19'53  
r1P  :J-'::>7  Oct  1952  
MP  3-59  Jan  1952  
l4P  3-bO  ,Jan  1952  
i'li-'  '~-.j l  Jun  1951  
l"tP  4·-02  Jan  1950  

SOILS AND PAVEMENTS LABORATORY 
Title--------------------·--------·----..... --------·---·--------·-........ -------- AD  Nurnl!er  
Jet Operations on Parking Aprons ~t E~lin, MacDill, and Pinecastle Air Force Bases and Recmmoended Test Procedure to Simulate the Operations  
Review of Soils Ue::;ig.n Calumet Flood~ates  and  r:onstruction of East  and  West  
Collection of Available Data Bituminous Paving Mixes  on  Shell  Ag~regate for  
Review of Soils Design Canal Pumping Plant  and  Construction of WalKer  Lake  
Report  of Limited  Laboratory Tests  on  Baromix  
Limited Investigation of Use of Emulsified Hot-~ix Asphaltic Concrete  Asphalt  in  
Study of Effect of Asphalt ,uent Durability  Content  on  Bituminous  Pave 
Tentative Changes Paving Mixes When Gravity  in Vr; ids Cr i.teria for Bituminous Using 'Bulk-Impregnated' Specific  
Subgrade Preparation Sharonville, Ohio  for  Overlay,  Test  Trar.k No.  2,  
Investibation of Jnderseepage, Sections River Levee, Memphis, Tennessee  b  and  7,  Wolf  
Rollini  Resistance Tests  on  Landing  Mat  AD  126 281  
Instructions Concerning Borings and Installations of Piezometers and Pressure Relief Wells  
Review of Soils Design and Field rocodrie Drainage Structure  Observations of  B~you  
Traffic Tests  on  Metal  and  Vinvl  Membranes  
An Investi~ation of the Water Perweability und Hesistance of a Bituminous roncrete Paving Mix Various De~rees of Densitv  Jet-Fuel at  
Seismic Survey of Grand  Island  
Seismic  Su.rvey of Dam  Sites in  Upstate  New  York  
Collection of Letter Curves  Reports  on  Flexible Pavement  Design  
Evaluation of Pavements, Vdirbanks, Alaska  ~ielson Air  Force  Base,  

SOILS AND PAVEMENTS LABORATORY 
Number  Date--·---- Title--·--------------------------... ---.. ----------.....---·-----------·-·-- AD  Number  
MP  3-64  Aug  1<:151  Seismic Survey of the S!JOkane  River  Valley  
* MP  4-71  Dec  1953  Summary of Investigations  at  the Proposed  Carneri  Ai.r  
Base Site, Cameri,  Italy  
MP  4-73  Sep 1954  A Study of  ~1oisture-Content Determinations  on  Selected  AD  041 085  
Soils  
r4P  3-78  Feb 1954  DeLong  Pier  Foundation Tests  
* l~P  4-79  Nov  1952  Laboratory Investigation of the  Use  of Tar  and  Tar 
Rubber  Blends  for  Binders  for  Flexible Paveu1ents  to  
Resist  Jet Fuel  and  Jet  Blasts  
MP  4-81  Apr  1954  Asphaltic  Concrete  Binder  Course  with  Shell  Aggregate,  
Eglin  Field  No.  9  
MP  4-84  Apr  1954  Relative Stress Distributing Efficiency of  Pav~nent  
Layers  
MP  3-86  Corrosion Tests of l~etals, Sardis Dam,  Mississi!Jpi:  
Apr  1<:154  Report  1  Hesults of Three  and  One-half Years  
Exposure  
MP  4-3o  May  1954  Investigation of the  Penetration of Asphalt  Into Porous  
Aggre~ates ~s  Related  to  and  Affecting the Specific  
Gravity of the  Aggregate  
MP  3-90  Jun  1954  Plastic Pipe  for  Relief Well  Risers  
MP  4-91  Jul  1954  Effect of Exhaust of F-lOOA  Aircraft  on  Airfield  Pave AD  756 327  
ments;  Summary <If  Hesults of Tests  at  DavL>-M-:mthan  
Air  Force  base,  Arizona  
* MP  4-<:12  Aug  1954  Investigation of Formula VL  as  a  Protective Treatment  
for  Asphaltic-Concrete Surfaces  
MP  4-93  Condition Surveys of Soil-Cement  Construction:  
Se!J 1954  Report  1  Turner  Air  Force  Base,  Albany, Georgia  
Nov  1954  Report  2  Moody Air  Force  Base,  Valdosta, Georgia  
MP  4-95  Sep 1953  Effect of Addition of Sodium  Tetraphosphate  to  Vicksburb  
Lean  Clay  
111'  4-98  11ar  1952  Jet-Blast and  Fuel-Spillage Tests  at  Hunter  Air  Force  
Ba::;e,  Georgia  
MP  4-100  t~ar  1955  Construction  Index  !\D  A'::i50  079  
t1P  4-102  Oct  1954  The  Canputation of Stress and  Strain  in  a  Two-Laver  
Sy:;tem  

* ~tatement b. See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Number  Date----- Title--------------------------------------------- AD  Number  
---~ 
* MP  4-104  Mar  1955  Evaluation of Forward Airstrip Criteria for Soil Strength  AD  112 973L  
MP  3-106  Aug 1950  Shellperm Process for  Impermeabilizing Sand  
MP  4-110  Nov  1954  Plane Operations  on  Unprepared Landing Strip at  Eglin  AD  756 112  
Air  Force  Base,  Florida  
MP  4-111  Feb 1955  Analytical  Studies of Urthotropic Landing Mats  for  
Forward  Airfields  
MP  4-118  Feb 1955  Tests  on  an  Absorptive Aggregate  to  Study Effect of  
Absorption and  Gradation  on  Voids  in C:ompacted  Bituminous  
Paving Mix  
MP  4-121  l'lar  1955  Procedures for  Establishing Family of Voids Curves for  
Hot-Mix  Bituminous Pavement  
MP  -~-122  Summary Review of  ~oil Stabilization Processes:  
Apr 1955  Revort 1  Summary  Review of Lignin and  Chrome-Lignin  AD  B951  470  
Processes for  Soil  Stabilization  
Jan 1956  ReiJort  2  Calcium Acrvlate  Tr~atment  AD  085 062  
Sep l95b  Report  3  Soil-Cement  AD  107 687  
Nov  1956  Report  4  Bituminous Treatment  AD  113 306  
Aug  1957  Report 5  Hydrated  Lime and  Quicklime  
May  1961  Report 6  Mixing Principles,  Techni4ues and  Equipment  AD  653 533  
Oct  1961  Report  7  Electrical  Stabilization of Fine-Grained  Soils  
MP  4-124  Apr  1955  Laboratorv  Investigation of Rubber Waterstop Failures in  AD  756 308  
Concrete Structures Caused  by Differential t4ovements of  
Adjacent  l"lonol i ths  
MP ::1-126  !-lay 1955  Geologic  Conditions at  the Low-Sill  Structure, Old  River  
Control  Site  
HP  4-127  May  1955  Field  Compaction Tests with  Impact Comj.Jactor  
MP  4-129  Oct 1954  Present Status of  Soil  Stabilization  
MP  4-130  Oct  1954  Present Status of Studies Related  to  Airhead  C:onstructi·:m  
MP  3-131  May  1955  Control of Underseepage, Hississippi  River  Levees,  St.  
Louis District, l.orps of Engineers  
MP  4-134  Jun 1955  Test of Congercote  as  a  Jet-Fuel-Resistant  Coating  
MP  4-136  Jul  1955  Investigation of Shell and  Sand-Shell Mixes  for  Base  AD  084 818  
Courses  

* Statement B. See Preface. 
Number-------- Date  
MP  3-138  May 1956  
MP  3-140  Aug 1955  
l4P  4-142  Aug 1955  
MP  4-144  Sep 1955  
MP  3-145  Sep 1955  
MP  3-148  Jan 1956  
MP  4-150  Jan 1956  
MP  3-151  Feb 1956  
MP  4-152  Feb  1956  
MP  3-157  Feb  1956  
MP  4-162  Mar  1956  
MP  4-170  
May 1956  
Mar 1962  
MP  4-172  Jun  1956  
MP  4-175  Jun 11}56  
1·1P  3-176  Jul  1956  
MP  4-179  Jul  1956  
MP  4-180  Aug  1956  

SOILS AND PAVEMENTS LABORATORY 
Title 
Operational Suitability Test of Mobile Materials 
Laboratory M-2 Memphis, Wolf River, and Nonconnah Creek, Tennessee Project, Section 1-B Floodwall; Investigation of Failure of \lol f River Bank and Preliminary Investigation of Alternate ilall Alignment 
Fuel-Spillage Tests on Tar-Rubber Paving, Homestead Air 
Force Base, Florida Report of Trip to Savannah District and Hunter, Pinecastle, and MacDill Air Force Bases in Connection with Drainpipe Study 
Preliminary Investigation of Chrome-Lignin as a Stabi
lizing Agent in Vicksburg Loess Soil Pile Loading Tests, Low-Sill Structure -Old River Control 
i'iaterways Experiment Station Large Triaxial Device 
A Quaternary Ammonium Salt as a Stabilizing Agent in Vicksburg Loess Soil Cooperative Study of Bulk Impregnated Specific Gravity Foundation Studies for DeLong Piers in the NorfolK, 
Virginia, Area 
Specific Gravity and Voids Relationships in Bituminous Pavement Mix Design Weathering Tests on Bituminous Pavement Samples: Report 1 Observations of Effects Through 1954 Report 2 Observations of Effects Throue;h November 1959 Laboratory Report of Tests on Harmon Air Force Base 
Asphalt and Asphalt Pavement 
Moisture Conditions Under Flexible Airfield Pavements 
Review of Materials and Methods for Dustproofing and ilaterproofing Soils 
Laboratory Investigation of Use of Volcanic Cinders for Bituminous Paving for Lajes Air Force Base, Azores 
A Study of the Effects of H-21 Helicopter Operations on Flexible Puvewents 
AD Number AD A006 527 
AD B951 471 
AD 8951 472 
AD 756 294 
AD 105 20~ 
SOILS AND  PAVEMENTS  LABORATORY  
Number _.............. -···--...  Date  Tit],__~···-···-----·-··--·••.....·-------·-·-···----·--------------·-- AD Number ---------------- 
MP  3-181  Sep 1956  Air  Photo  Interpretation of Alluvial Soils in the Valley  
of the Lower  Mississippi  River  and  Their  Engineering  
Significance  
MP  3-182  Sep  1956  Air  Photo  Interpretation in Marshland  Areas  as  Exempli 
fied  by  Central  Coastal Louisiana,  u.  s. A.  
MP  3-185  Sep 1956  Mi.ssissippi  River  and  Tributaries, Old  River  Control,  
Low-Sill  Structure;  Pumping  Tests  on  Deep Well  System  
for  Dewatering Excavation  
* l·1P  4-186  Nov  1956  Experiments in Destabilizi.ng Soils with C:hemicals  AD  A006 525  
MP  4-190  Dec 1956  Field  C:ompaction  Tests with Jay (Model J-12) Plate-Type  
Vibratory Compactor  
MP  4-194  Mar  1957  Limited  Investigation of Stresses and  Strains Produced  
Within  a  Mass of Sand  Confined  in  a  Rigid Cylinder  
14P 4-197  Jan 1957  A Study of In-place Density Determinations for  Base  
Courses and  Soils  
MP  4-199  Mar  1957  Study of  Nuclear  Probes  for  Determinati.on of Airfield  
Densi.ties and  Moistures  
t·1P  3-200  l~ar  1957  Dewatering Excavation,  Low Sill Structure,  Old  River,  
Louisiana  
MP  4-202  t~ar  1957  Effects of H-21  Helicopter Landing Gear Loadings  on  
Flexible Pavements  
MP  3-205  t·1ar  1957  Underseepage and  Its Control  -- Mississippi  River  Levees  
~1P  4-207  l'lar  1957  Tests  on  Asphalt Paving  for  Frobisher,  N~ w.  T.  
HP  3-203  !~ar  1957  Mississippi Valley Geology,  Its Engineerin~ Significance  
~1?  4-210  Mar  1957  Cor!lpaction of Bituminous  Concrete  
I'IP  4-213  Condition Surveys of Pavement Subjected  to  Channelized  
Traffic:  
Apr  1957  Report  1  Davis-Monthan AFI:l,  Tucson,  Arizona  AD  756 295  
Jun  l95i.l  Report  2  March  Air  Force  Base,  Riverside,  C:alifornia  AD  756 296  
Nr;v  1951!  Report  3  McCoy Air  Force Base, Orlando,  Florida  AD  756 297  
Dec  1959  Report  4  l'ialker  Air  Force  Base,  Roswell,  New  Mexico  
MP  3-215  t1ay  1957  Geology of the  Proposed  Lower  Auxiliary Channel,  Yazoo  
River  Basin  

* Statement B. See Pref'ace. 
SOILS AND PAVEMENTS LABORATORY 
Number------ ~--- Title--------···--,·--·-··--·-.. -... ---------·---_____________.,.______ --...... ...... ----·-·- AD Number____.. ____________  
MP  4-216  Apr  1957  Laboratory Tests  on  Aggregate  and  Preliminary 13i turninous  
Mix  for  Sondrestromfjord,  Greenland  
MP  4-220  May  1957  Relationship Between Tire  Pressure and  Marginal-Road  
Deterioration,  Pilot  Tests  
MP  4-221  May  1957  Possible Auxiliary Uses of Extruded  Tll Aluminum  and  TU  AD  756 303  
Magnesium Landing  Mats  
MP  4-225  Hay  1957  Effects of Jet  Blast and  Fuel  Spillage  on  Bituminous  
Pavements  
MP  4-228  Jul  1957  Evaluation of McConnaughay (Model HTD-500) Asphalt  Patch  
Plant  
t1P  4-232  Aug  1957  Placement of rold-Mixed  Asphaltic  Pavements  in the  
\.aribbean  Area  
MP  4-233  Aug  1957  Interim Report  on  Study of Porpoising  
MP  4-240  Oct  1957  Effect of Tire  Pressures and  Lift Thicknesses  on  r.om 
paction of Soil  with  Rubber-Tired  Rollers  
MP  4-243  Nov  1957  Development of Multiple-1/heel  \.BR  Design  Criteria  
t~P  4-244  Nov  1957  Asphalt  Mix  Design  for  Different Climatic  Regions  AD  l:l951  476  
MP  4-245  Dec 1957  Laboratory Investigation of the  Use of Various  Elastotllers  
with Tar  as  a  binding Agent  for  Jet-Fuel-and  Jet-Blast 
Resist-nt  Pavements  
MP  4-246  Nov  1957  Dry-Ice Freezing of  a  Small  Unprepared  Soil  Area  AD  l:l951  477  
MP  4-252  Jan 1958  Notes  on  the  Corps of Engineers'  CBR  Design  Procedures  
MP  4-253  Jan  1958  Study rJf Soi.l-Cement  Base  rourses  on  ~·iil itary Airfi.elds  
NP  3-258  Mar  1958  Geological  Heconnai ssance,  \.oo per  Dam  Site,  South  
Sulphur River,  Texas  
MP  3-259  Feb 1958  Geological  Investi~ation of the  Mississippi  River-Gulf'  
Outlet Channel  
MP  4-260  Mar  1958  Failure Cri.teria for  Flexible Ai.rfield  Pave111ents  
HP  4-261  t1ar  1958  Progress Report  on  the  r.orps  of l::ngineers'  Kneadin6  r.om 
pactor  for  Bituminous Mixtures  
MP  4-269  Jun  1958  Index  of Compar;tion  Characteristics  
* t1P  11-271  Jun  195!l  Field  C:rJCnpaction  Tests wi.th  Terrapac  Vi bratorv  Holler  
* HP  4-'272  Jun  l95!l  Field  CrJmpaction Tests ;li.th  Duo-PactrJr  

SOILS AND  PAVH1ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  4-273  Jun 1958  Field Compaction Tests with Dynapactor  
* MP  4-287  Oct 1958  Fuel-Spillage and Traffic Tests Coat ,Material  on  Jennite J-16 Seal 
MP  4-288  Oct 1958  Laboratory Investigation of Asbestos Fibers with Emulsified Seal-Coat Materials for Rubberized-Tar Concrete  
MP  4-292  Nov  1958  Laboratory Study for Improvement of Rubberized-Tar Specifications  
~1P 4-294  Nov  1958  Evaluation of the California Extractor for Bituminous  
Pavement  
MP  4-301  Feb 1959  Use of Nonflammable Solvents in Determining the Hater Content of Bituminous Mixtures  
MP  4-302  Jan 1959  Laboratory Tests for Bituminous Seal-Coat Materials Specifications  
Jan 1959  Accelerated Proof-Tests of Runway Pavement, Columbus Air Force Base, Mississippi  
MP  4-304  Feb 1959  Performance of Rubberized-Tar Concrete Pavements  on  
Airfield Facilities  
~1P 4-305  Dec  1957  Airfield Pavement Evaluation; Goodfellow Air Force Base,  
Auxiliary Field No. 6, Van Court, Texas  
MP  4-306  t1ar 1958  Airfield Pavement Evaluation; Goodfellow Air Force Base, San Angelo, Texas  
MP  4-309  Apr 1958  Airfield Pavement Evaluation; Dyess Air Force Base, Abilene, Texas  
r1P  4-31 o  r1ay 1958  Airfield Pavement Evaluation; James Base, Waco, Texas  Connally Air Force  
MP  4-311  Airfield Pavement Evaluation:  
May 1958  Report 6 on McClellan Air Force Base, Sacramento, California  
Dec 1959  Report 7 on McClellan Air Force Base, Sacramento, California  
Feb 1960  Report 8 on McClellan Air Force Base, Sacramento, California  
MP  4-312  Jun 1958  Airfield Pavement Evaluation, Travis Air Force Base,  
Fairfield, California  
MP  4-313  Jun 1958  Airfield Pavement Evaluation, Gray Air Force Base, Killeen, Texas  

* Statement B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

* MP  4-314  Jul  1958  Airfield Pavement Evaluation, Moody Air Force Base, Valdosta, Georgia  
MP  4-315  Sep 1958  Airfield Pavement Evaluation, Bergstrom Air Force Base, Austin, Texas  
t4P  4-316  Jan 1959  Airfield Pavement Evaluation, Report 7 on Force Base, Sacramento, California  Mather Air  
MP  4-317  Jan 1959  Laboratory Investigation of t4oment-Transferring End Joints for Airplane Landing Mat  
MP  4-321  Feb 1959  Airfield Pavement Evaluation, Report 8 on 1·1ather Air Force Base, Sacramento, California  
MP  4-325  Mar 1959  Measurements of Ground Blast, Redstone Missile  
~1P  4-333  Apr 1959  Theory and Application of a Gyratory Testing Machine for Hot-Mix Bituminous Pavement  
** MP  4-335  Apr 1959  Effects of Asbestos Fibers in Asphaltic Concrete PavingMixtures  
MP  3-336  Apr 1959  Review of Report, "Navigation Feature, Arkansas River Multiple-Purpose Plan of Improvement Route Below Pine Bluff, Arkansas"  
MP  3-339  Apr 1959  Design Memorandum,  Construction r4aterials for Cooper Dam  
MP  3-341  Jun 1959  Sources of Pertinent Geologic Data for Lower 11ississippiValley Division Engineers  
~1P  3-346  Jul  1959  Liquid Limit Results from Various Types of GroovingTools  
MP  4-347  Jul  1959  Measurement of Effects of Traffic with the Shell  Road  
Vibration Machine  
t·1P  4-348  Jul  1959  Dynamic Testing of Pavements  
~1P  4-352  Aug  1959  Airfield Pavement Evaluation, Altus Air Force Base, Altus, Oklahoma  
MP  4-353  Aug  1959  Airfield Pavemeht Evaluation, Altus Air Force Base, Altus, Oklahoma (Oet~iled Report Complete with Supporting Data)  
t1P  4-356  Sep 1959  Airfield Pavement Evaluation, Davis Oklahoma  Field, Muskogee,  
MP  4-357  Sep 1959  Comparison of Compaction Data Developed by Various Typesof 11echanical and Hand Compaction Hammers  AD  B951  478  

* Department of Defense Use Only.** Statement B. See Preface. 
SOILS AND PAVEt4ENTS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

MP  3-359  Oct 1959  Microstudy of Boring Samples, Cooper Dam Sulphur River, Texas  Site, South  
t1P  3-360  Oct 1959  Critical Elements of Design and Construction of HeavyDuty Flexible Pavements  
MP  3-361  Oct 1959  Summary of Rotary Cone Penetrometer Investigations  AD  8951 473  
t1P  4-364  Nov  1959  Investigation of Effects of 50,000-lb Wheel-Load Traffic on a Shallow-Buried Flexible Pipe  AD  A006  522  
~1P  4-365  Nov  1959  Traffic Evaluation Tests of Rogers Dry Lake,  California  
MP  4-366  Nov  1959  Airfield Pavement Evaluation; Sheppard Air Force Base, Wichita Falls, Texas  
* MP  4-367  Dec  1959  Airfield Pavement Evaluation;  Robins Air Force Base,  
Warner Robins, Georgia  
MP  3-368  Jul  1952  Prelirlinary Investigation of t1ultiple-Stage-Loading Triaxial Shear Tests  
rw  4-369  Jan  1960  Study of Lateral Runways  Distribution of Aircraft Traffic  on  
MP  4-373  Jan 1960  Nondestructive Testing of Pavements  
t1P  4-375  Jan 1960  Airfield Pavement Evaluation;  Reese Air Force Base,  
Lubbock, Texas, and Appendix A: ation  Studies Made  for Evalu 
MP  4-376  Jan  1960  Airfield Pavement Evaluation; James Base, Waco, Texas, and Appendix A: Evaluation  Connally Air Force Studies Made for  
* ~1P  4-379  Feb 1960  Airfield Pavement Evaluation; Hunter Air Force Base,  
Savannah, Georgia, Evaluation  and Appendix A:  Studies Hade  for  
MP  4-380  Feb 1960  Summary of Results of Compaction Studies Conducted Road Research Laboratory, England  by  
t1P  3-383  t~ar  1960  Compaction of  Emban~nents  
MP  4-385  Mar 1960  Life Expectancy of Sand-Asphalt nixes for Upper-Bank  
Revetments  
t~P  3-337  Apr 1960  Shore-Line Fluctuations Bayou, Louisiana  in  the Vicinity of  Fresh1~ater  AD  A006  526  
MP  4-388  Apr 1960  Evaluation Tests of Epon-Asphalt Pavement  
~1P  4-390  May  1960  Duplication of Prototype Stress-Strain Relations by Laboratory Tests  

* Statement B. See Pr~face. 
S-14  
SOILS  AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  4-391  Jun 1960  Field Tests of Divided Bathtub-Type Blast Deflector, Nike-Ajax Missile  
* MP  4-392  Jun 1960  Blast Deflector Field Tests, Corporal  Missile  
MP  4-393  Jun 1960  Stresses and Deflections  in Homogeneous Soil Masses  
MP  4-394  t1ay 19fi0  Strength Requirements Operations  in Unsurfaced Soils for Aircraft  
MP  4-396  Jul  1960  Preliminary Investigation of a Fiber-Resin Depositor for Expedient Ground Surfacing  
rw  4-397  Jun 1960  Airfield Pavement Evaluation; Perrin Air Force Base,  
Sherman, Texas, and Appendix A: Evaluation  Studies Made  for  
MP  4-39R  Jun 1960  Airfield Pavement Evaluation; Hebb Air Force Rase, Big  
Spring, Texas, and Appendix A: ation  Studies Made  for Evalu 
HP  4-411  Sep 1960  Army Airfield Pavement Evaluation; Lawson Army Airfield, Fort Benning, Georgia, and Appendix A: Studies Made for Evaluation  AD  756 328  
MP  3-418  Mar 1961  Theoretical Study of the Displacement of Long Footings by Dynamic Loads  AD  255 054  
MP  4-427  Apr 1961  Airfield Pavement ~valuation; Reese Air Force Base Auxiliary Airfield, Terry County, Texas, and Appendix A: Studies Made for Evaluation  AD  756 310  
~1P  3-428  Jan 1961  Physical Components of the Shear Strength of Saturated Clays  
* t1P  4-430  t1ay 1961  Blast Deflector Field Tests, Honest John  Rocket  AD  465 808L  
t1P  3-432  ,Jun 1961  Calibration and Installation of Electrical Measuring Devices and Wall Deflection Pipes, Port Allen Lock  AD  A006  521  
r1r  4-436  Jul  1961  Interim Report of Experimental Crack Sealing in Asphaltic Concrete Pavements, Thule Air Base, Greenland, 8-?.4  
August 1960  
t1P  3-437  Jun 1961  Results of Tests on Concrete Cylinders and fill, Port Allen Lock  Sand Back- AD  756 357  
t1P  4-440  Aug  1961  Effect of Heavy \/heel Loads on 12-In.-niameter Rigid Pipe Under Various nepths of Cover  
nr 3-445 Aug 1961 	Dynamic Loading r1achine and Results of Prelirnindry Small-Scale Footing Tests 


* Statement B. See Preface. 
Number .• MP 3-449 MP 4-451 
MP 3-454 MP 3-455 MP 4-459 
MP 4-466 MP 4-470 f1P 3-474 MP 3-478 
* 
* Statement B. 
Date 
Aug 1961 
Sep 1961 
May 1962 
Oct 1961 
Dec 1961 
Rev'; sed 
Jul 1965 
Jan 1962 

Feb 1962 
Feb 1962 
Nov 1958 
r1ay 1960 
Apr 1961 
Apr 1961 
Feb 1962 Oct 1963 Feb 1965 Jun 1964 Feb 1968 
Oec 1967 
See Preface. 
SOILS AND PAVEMEflTS LABORATORY. 
Miscellaneous Papers Title Soils Team for Inspection of ICBt1 Facilities Condition Survey of NE-SW Runway and Parallel Taxiway, 
Foss Field, Sioux Falls, South Dakota 
. . 	. 
Development of. llnderreamer for Small Spherical Cavities Investigations with Rotary Cone Penetrometer Ground Flotation Requirements for Aircraft Landing Gear 
Construction of Epoxy-Asphalt Concrete Pavement, Patrick 
Air Force Base, Florida Critical Problems Affecting Ouality of Heavy-Duty Flexible Pavements 
Feasibility Study of the Gyratory t1achine for Testing Soils Evaluation of Soil t·1echanics Laboratory Equipment: Report Warlam Triaxial Apparatus for 6-In.-Diameter Samples Report 2 Evaluation of Karol-Harner Conbel Consolidation Loading Device Report 3 Evaluation of Available Liquid Limit Devices Report 4 Determination of Liquid an.d Plastic Limits of Soils by the Cone Penetration f1ethod Report 5 Comparison .of Speed of Various .Balances Report 6. Sieve Analyses of Granular Soils for Division La bora tori es Report 7 The ETCO Consolidation Device, by J. E. Mitchell Report 8 Evaluation of the Beckman Model 930 Air Compari son Pycnometer, by ,J. E. r~itchell 
Report 9 	Comparison of Controlled-Stress and Controlled-Strain Direct Shear Tests on Two Compacted Soils, by J. E. f1itchell 
Report 10 	Pore Water Pressure Measuring Devices for Triaxial Compression Testing of Soils, by J. R. Compton, D. M. Vick, and J. E. t1itchell 
AD Number 
AD A006 534 
AD 620 312 
AD 756 306 
AD A032 586 AD A032 588 AD A032 590 
AD A032 643 
AD A032 644 AD A032 645 AD A032 646 AD A032 647 AD A032 648 
AD 8015 262L 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  An  Number  
MP  3-478  
* (Cont)  Jan 1970  Report 11  Anteus Back-Pressure Consolidation Apparatus,Model A, by Leslie Oevay  AD  908 494L  
Jun 1971  Report 12  ~1odified Berkeley Pneumatic Tamper for Compacting Test Specimens of Cohesive Soils, by  AD  756 184  
B. N. Maciver and R. T. Oonaghe  
Aug 1974  Report 13  Feasibility Study, Microwave Oven Used for Rapid Detennination of Soil Water Contents, by P. A. Gilbert  
MP  4-479  Mar 1962  Load-Carrying Evaluation of Alkali Missile Range, flew Mexico  Flat Area, White Sands  AD  672 493  
MP  3-481  Apr 1962  Distribution and Engineering Significance of Sediments Bordering the ~1ississippi from Donaldsonville to the Gulf  AD  A006  536  
MP  4-483  Apr 1962  Preliminary Investigation of Effects of SkydrolAsphalt Concrete Pavement  on  Epoxy  
~1P 4-486  Apr 1962  Controlled Tests of f1ixed  Loads  on  Flexible Pavements  
1·1P  4-487  Apr 1962  Design of Flexible Pavements Considering 14ixed Loads and Traffic Vo1ume'  
~1P  3-488  Apr 1962  Comparison of Results of Liquid Limit Tests by Standard and One-Point Methods  
11P 3-489  Jul  1962  Review of 11cGee Bend Dam  nes ign  
MP  3-492  f1ay  1962  Investigation of Vicksburg Limestone for Initial of Old River  Closure  
11P 4-494  11ay 1962  Gyratory Compaction Method for Detennining DensityRequirements for Subgrade and Base of Flexible Pavements  
MP  4-495  ~lay 1962  A Study of Surface-Type Nuclear Instrur.1ents for Determining Soil Moisture and Density  
~1P 4-496  Jun 1962  Traffic Testing of Pipe Beneath Heavy-Load Rigid  Pavement  
MP  3-499  Jul  1962  Review of Beaver Dam  Design  
1·1P  4-501  Jun 1962  Development of CBR  Design Curve for 119112  Landing  ~1at  
MP  3-503  Jul  1962  Seepage Analysis for Columbia Lock and  Dam  
MP  3-504  Jul  1962  Results of Investigations of Slide Area at Mint SpringsBayou Bridge, Vicksburg National Military Park  
~1P  3-507  Jul  1962  Ouachita River, General  Geology  
* Statement B.  See Preface.  

SOILS AND  PAVEMENTS LABORATORY  
Number_______... ___  Date  Title----··-·-···------------------------------------- AD  Number  
MP  3-508  Jul 1962  Project Otter:  Data Collection and  Instrumentation Plan  
MP  3-509  Jul 1962  Plan for  Surface Storage of Salt, Tatum Dome,  Lamar  AD  757 391  
County, Mississippi  
MP  3-518  Aug 1962  Geologic Aspects of Site Selection,  Columbia Lock and  
Dam,  Ouachita River,  Louisiana  
MP  4-519  Aug 1962  Visit  to Detachment 1,  445th Troop Carrier Wing,  As~ault,  
USAF,  Memphis Municipal Airport, Memphis, Tennessee,  
9 May 1962  
MP  4-525  Aug  1955  Construction and  Fuel-Spillage Tests, Firestone Panels  
512 and 510B  
MP  4-526  Aug  1962  Bomb-Grater Repair Study,  Fort Bragg,  N. c., 23 June- AD A032 893  
3 July 1962  
MP  3-532  Oct 1962  Results of Laboratory Tests  on  Foundation and  Borrow  
Soils,  Beech  River  Dam  
MP  3-534  Sep 1962  Waterstop Failure in Tunnel  at  Complex 1-G,  Larson Air  
Force  Base,  Titan  I  Facility  
HP  4-537  Sep 1962  Goose Air Base, Labrador, Epoxy-Asphaltic Pavement  
Project,  14 July-11 August 1962  
MP  4-540  Oct 1962  Investigation of Possible Damages  to  Ole Miss Airport  at  
Oxford,  Mississippi,  26 October 1962  
MP  3-544  Nov  1962  Review of Stability Analysis, Table Rock Dam  
~1P  4-545  Nov  1962  Visit  to  Fort  Bragg,  N. c., and  Charleston AFB,  s. c.,  
17 October 1962  
11P 3-546  Dec 1962  Lower  OUachita and  Black Rivers,  Arkansas and  Louisiana,  AD A006 535  
General  Geology  
MP  4-550  Ja:1  1963  Important Considerations Resulting from  Corps of  
Engineers'  Flexible Pavement Experience  
MP  3-554  Ja:1  1963  Calibration and  Installation of Electrical Measuring  
Devices and  Results of Tests  on  Concrete and  Sand  Back 
fill, Old  River  Lock  
MP  3-555  Feb 1963  General Geology,  Lower St. Francis River,  Arkansas  
t1P  4-557  Feb :963  Preliminarv Examination of Space-Vehicle Launch  AD A006 528  
Facility Foundation Data  
MP  4-559  Feb 1963  Importance of Compaction and Quality of Crushed-Stone  
Bases  

Number Date MP 3-561 Mar 1963 MP 3-562 Mar 1963 MP 4-565 Mar 1963 
MP 3-566 Mar 1963 
MP 3-569 Apr 1963 MP 3-571 Apr 1963 MP 3-572 Apr 1963 
MP 3-574 May 1963 MP 4-576 May 1963 MP 4-577 Jun 1963 MP 4-580 Jun 1963 
MP 4-581 Jul 1963 MP 3-582 Jun 1963 MP 4-584 Jul 1963 
MP 3-595 Aug 1963 
MP 4-599 Sep 1963 MP 4-600 Sep 1963 MP 3-605 Oct 1963 MP 4-614 Dec 1963 
SOILS AND PAVEMENTS LABORATORY 
Miscellaneous Paper.;;_ 
Title 
---------------------------·-··--
Methodology and Paleogeographic Interpretation of Flysch Formations; A Summary of Studies in the Maritime Alps 
Distribution and Lateral Variability of Heavy Minerals in the Annot Sandstones 
Visit to Fort Campbell, Ky., to Construct Tl5 t1embraneSurfaced Runway and Helicopter Landing Pad, 17-24 September 1962 
Vertical Petrographic Variability in Annot Sandstone Turbidities: Some Preliminary Observations and Generalizations 
Site Geology, Columbia Lock and Dam, Ouachita River, Louisiana 
Geologic Aspects pf Site Selection, Jonesville Lock and Dam, Black River,: Louisiana 
Dynamic Bearing Capacity of Soils--Field Test--The Response of Impulsively Loaded Square Footings on Frenchman Flat Silt 
Stability of Crater Slopes, Project Sedan (superseded by Miscellaneous Paper 3-662) 
Investigation of Foundations for Launch Facilities for Space Vehicles, Cape Canaveral, Florida 
A Procedure for Determining Elastic Moduli of Soils by Field Vibratory Techniques 
Effect of Antenna Operation on Structure and Foundation 
Behavior TTR Tower, White Sands Missile Rarige, New Mexico 
Evaluation of M9Ml Landing Mat 
Review of Greers Ferry Dam Design 
Nondestructive Dynamic Testing of Proposed Radar Sites, White Sands Missile Range, New Mexico 
Geologic Aspects of Site Selection, Haleside Pumping Station, Lower St. Francis River, Arkansas 
Development of CBR Design Curves for AMl Landing Mat 
Improved Beach Matting Tests at Onslow Beach, N. c., 20-25 May 1963 
Soil Stabilization Requirements for Military Roads and Airfields in the Theater of Operations 
Report of Trip to Griffiss Air Force Base, 7-18 October 1963 
AD Number
----·---·--
AD A006 529 
AD A006 532 
AD A006 531 AD 409 826 AD 756 292 
AD A006 530 AD 749 988 AD 749 992 
AD 749 989 
AD 749 993 AD 749 994 
AD 450 617 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous PaEers  
Number  Date  Title  AD  Number  
---~------------ 
MP  4-615  Jan  1964  Development of CBR  Design Curves for Harvey Aluminum  AD  749 _467  
Landing Mat  
MP  4-617  Jan 1964  Dynamic Tests, Proposed Navy X-Band  Antenna Site,  AD 749 995  
Waldorf,  Maryland  
MP  3-618  Jan 1964·  Project PRE-SCHOONER,  Geological Investigations for  Test  AD  749 466  
Site Selection,  Gold  Meadows Area,  Nevada Test  Site  
MP  4-620  Feb 1964  Construction of Membrane-Surfaced  Runwav  and  Helicopter  AD 749 996  
Launching Pad,  Ft.  Benning, Georgia  
MP  4-636  Mar  1964  Vibration Tests,  Nevada Test Site, Mercury,  Nevada,  AD  749 997  
11-16 February 1964  
MP  3-639  Apr  1964  Additional  Site Exploration,  Vacuum  Solar Telescope Site,  AD 749 990  
Sacramento Peak,  New  Mexico  
MP  4-645  Apr  1964  Dynamic Tests,  Frenchman Flat,  Nevada Test Site, Mercury,  AD  750 274  
Nevada  
MP  4-655  Jun 1964  Development of CBR  Design Curve for Modified AMl  Landing  AD 749 810  
Mat  
MP  4-656  Jun  1964  Evaluation of Convair Landing Mat  AD  749 812  
MP  4-657  Jul 1964  WES  Investigational Project  -Soil  Infiltration Studies  AD  845 375  
of Corrugated  Steel Pipe  
MP  3-661  Jun 1964  Field Vane  Shear  Investigation, Willow Point,  Louisiana  AD  749 811  
MP  3-662  Jul  1964  Project SEDAN,  Stability of Crater Slopes (supersedes  AD  749 991  
Miscellaneous Paper 3-574)  
MP  3-664  Jul  1964  Effect of Large-Size  Particles  on  the Shear Strength of  
a  Saturated  Clay Gravel  
MP  4-666  Jan 1965  Dvnamic Soils Investigations,  PROJECT BUGGY,  Buckboard  AD  751 099  
Mesa,  Nevada  Test Site, Mercury,  Nevada_,  by  z.  B. Fry  
MP  3-675  Sep 1964  Stratigraphic-Sedimentological Investigation of Missis AD  751 174  
sippi  River  Bank  Failure,  Fort Jackson,  Louisiana, by  
D.  J.  Stanlev  
MP  3-676  Oct 1964  Compaction Tests  on  Gravelly Soils with Cohesive Soil  AD 752 713  
Matrix, by R.  w.  Gunny and  W.  E.  Strohm  
MP  4-679  Nov  1964  Performance of C-130 Ramp Kit  on  Various Soil  Con AD  751 100  
ditions, by w.  B. Fenwick  
MP  3-683  Aug  1964  Upper Ouachita River,  Arkansas and  Louisiana, General  AD 751 096  
Geologv, by E.  L. Krinitzsky  
MP 3-684  Nov 1964  Site Geology,  Jonesville Lock 1and  Dam,  Black River,  AD 751 097  
Louisiana, by R.  T. Saucier  

Number  Date  
MP  3-686  Nov  1964  
MP 4-688  Jan 1965  
MP li-691  Dec 1964  
MP 4-694  Dec 1964  
MP 3-696  Jan 1965  
MP 4-697  Jan 1965  
MP 4-701  Aug 1965  
MP  3-703  Feb 1965  
MP  4-704  Feb 1965  
MP  4-707  Nov  1964  
MP 4-712  Feb 1965  
MP  4-714  Feb 1965  
MP  4-722  
Apr 1965  
May 1965  
Jun 1965  
Jun  1965  

SOILS AND  PAVEMENTS LABORATORY  
Miscellaneous Papers  
Title  AD  Number  
Effects of Vibratory Loads and z~ B~ Fry  on  Piles, by A~  A~  Maxwell  AD 751 098  
Airfield Pavement Evaluation, Turner Air Force Base, Albany, Georgia, September 1963, and Appendix A: Studies Made for Evaluation, by P~ J~ Vedros  AD 751 366  
Determination of Soil Shear Moduli at Depths by In-Situ Vibratory Techniques, by R~ F~ Ballard  AD 692 861  
Effect of Antenna Operation on Structure and Foundation Behavior, FPS-26 Towers, Bellefontaine Air Force Station, Ohio, and Keesler Air Force Base, Mississippi, by R~ F~ Ballard and Jack Fowler  AD  751 175  
Geologic Aspects of Site Selection, Felsenthal Lock and Dam, Ouachita River, Arkansas, by R~ T~ Saucier  AD 735 780  
Army Airfield Pavement Evaluation, Robert Gray Army Airfield, Fort Hood, Texas, by P~ J~ Vedros  AD 735 695  
F5A Austere Field Test, Landing Strip Evaluation, by W~ B~ Fenwick  AD 735 694  
Preshot Geologic Investigations, Project SULKY, Buckboard Mesa, Nevada Test Site, by R~ C~ Nugent and Dc. Banks  AD 735 848  
Behavior of Epoxy-Asphalt Airfield Pavements, Inspections, by A. H~ Joseph  1963  AD 735 701  
Construction of Firestone Tar-Rubber Test Pavement at Selfridge Air Force Base, Michigan, by w. H~ Larson  AD  735 847  
Tests with a L. M. Womack  C-l30E Aircraft  on  Unsurfaced  Soils, by  AD 613  170  
Visit to Ft~ Benning, Georgia, for Construction of Fiber Glass Membrane Surfacing, December 1964, and Inspections of Surfacing, January 1965, by S~ G•.Tucker  AD A032 649  
Phase ; I Field Tests of Tl7 Membrane Palliatives:  Surfacing and  Dust  
Report l  Fort Bragg, N_ C~, 13-15 January 1965, by s. Tucker and R. c. Eaves  G~  AD A032 650  
Report 2  Dyess Air Force Base, Texas, 26-28 January 1965, by R. H~ Grau and R. c. Eaves  AD A032 651  
Report 3  Eglin Air Force Base, F1a~, 9-26 February 1965, by R. H. Grau and R~ C-Eaves  AD A032 652  
Report 4  Langley Air Force Base, Va~, 22-26 March and 1~3 April 1965, by R. H. Grau and Rc. Eaves  AD A032 706  

SOILS AND PAVEMENTS LABORATORY 
Number__... __________  Date-------- 
MP  4-728  Ju1  1965  
MP  4-735  Ju1  1965  
MP  4-747  Oct 1965  
MP  3-749  tlov 1965  
MP  4-753  Nov  1965  
MP  4-756  Nov  1965  
MP  4-759  Nov 1965  
MP  3-763  Dec 1965  
MP  3-768  Dec  1965  
MP  3-775  De0  1965  
~1P  4-776  Jan  1966  
t1P  3-731  Ju1  1965  
MP  3-783  Sep 1965  
MP  4-734  Jan  1966  
MP  4-785  Jar:  1966  
~1P  4-786  Jan  1966  

Title
------------------.---------------
Effe0ts of Methyl Bromide Treatment on Response of a Soil to Stabilization with Cement and Lime, by J~ D~ Stouffer 
Investigation of WESTCO D-1 and D-2 Mud Control Additives, by G~ R~ Kozan 
Evaluation of Harvey Modified AM2 Landing Mat, by W~ B~ Fenwick 
Statistical Evaluation of Cone-Penetration-Test Data, by J~ K. Poplin 
Evaluation of Washington Aluminum Company AM2 Landing Mat, by W. B~ Fenwick 
Guide Manual for Selection and Use of Dust Palliatives and Soil Waterproofers in the Theater of Operations, by G~ R. Kozan and R. A. Pimental 
Evaluation of U. s~ Steel Type 4.5 Air-Dek Landing Mat, by H. L. Green and G~ L. Carr 
Properties of Foundation Materials, Vacuum Solar Telescope Site, Sacramento Peak, New Mexico, by A~ L~ 
Mathews, R. T~ Saucier, and R. F. Ballard 
Tentative Placement Technique for Cylinders Buried in Clay Specimens, by E. B. Perry 
Geologic Aspects of Site Selections, Calion Lock and Dam, Ouachita River, Arkansas, by R. T. Saucier 
Investigation of Expedient Ground Surfacing with a Glass 
Fiber-Resin Mixture by a Spray-Deposition Technique, by 
Robert Turner 
Visit to u~ s~ Army Engineer District, Little Rock, Ark~, and to Arkansas River Lock llo. 2, Lock No. 3, and Dam No. 2, 24-26 May 1965 
?reshot Investigations for Project PRE-SCHOONER, Buckboard Mesa, Nevada Test Site, by R. C~ Nugent and D. C4 
Ba:1ks 
Field Tests of Ceramic-Coated Aluminum Blast Panels with Hawk Missile, by G. w. Leese 
Statistical Analysis of Data from a Comparative Laboratory Test Program Sponsored by ACIL, by G~ M. Hammitt 
Evaluation of Various Sizes of Harvey Aluminum AM2 Landing Mat, by W. B. Fenwick 
AD Number 
AD 736 125 
AD 735 689 
AD 735 851 
AD 736 121 
AD 736 126 
AD 475 186 

AD 735 910 
AD 735 911 

AD 736 122 AD 736 123 AD 735 913 
AD A032 704 
AD 736 124 
AD 735 912 AD 736 624 
AD 736 727 
Number  Date  
MP  4-787  Jan  1966  
MP  4-788  Jan 1966  
MP  4-789  Feb 1966  
MP  3-798  Mar 1966  
MP  4-801  Mar 1966  
MP  4-804  
Apr 1966  
MP 4-811  Apr 1966  
MP  3-813  Apr 1966  
MP  4-815  May 1966  
MP  4-816  May 1966  
MP  4-817  May 1966  
MP 3-818  May 1966  
MP  4-819  
Jun 1966  
MP  4-820  May 1966  
MP 4-824  May 1966  

SOILS AND 	PAVEMENTS LABORATORY 
Title 
Evaluation of Various Sizes of Butler AMl Landing Mat, by C~ D~ Burns and W~ B. Fenwick 
Evaluation of AM2 Landing Mat Replacement Panels and Keylock Assemblies, by W~ B. Fenwick 
Evaluation of Butler AM2 Landing Mat, by w. B~ Fenwick and M~ J~ Mathews 
Subgrade Stabilization with Portland Cement and Hydrated Lime Under t·1od i fied Tll Landing Mat, by w~ N. Brabston and R. A. Pimental 
Meeting at WES with Representatives of Pipe Manufacturing Industry to Discuss Culvert Research, 8-9 February 1966, by c. c. Calhoun 
Rocket-Blast-Resistant Materials: 
Report 1 	Rocket Engine Blast Tests on Expedient Surfacing Materials, by G. w. Leese 
Report of Conferences on Dust Control, January 1966, by W~ L~ Mcinnis 
Preliminary Analysis of Results of Division Laboratory Tests on Standard Soil Samples, by W~ E. Strohm 
Condition Survey, Vance Air Force Base, Enid, Oklahoma, by P. J. Vedros 
Airfield Pavement Evaluation, Opalocka Airport, Florida, by P. J. Vedros 
Development of CBR Design Curves for Runways to be Surfaced with M8Al (Formerly TlO) Steel Landing Mat, by c. D. Eurns and W~ B. Fenwick 
Review of Needs for Geological Research in Fine-Grained Deposits of the Lower Mississippi Valley, bv E. L. Krinitzsky 
Dust Alleviators: 
Report l 	Resin-and Latex-Base Concrete Curing Compounds, by J. L. Decell 
Field Tests of AM3 Landing Mat, by H. L. Green 
Collection of Documents Pertinent to Development of Military Soil Stabilization Objectives and Requirements (1956-1959), by G. R. Kozan and J. D. Stouffer 
AD Number 
AD 736 643 
AD 736 728 
AD 736 642 
AD 630 561 

AD 736 729 
AD 633 264 AD 736 626 AD 736 725 AD 483 707 AD 736 730 AD 484 220 
AD 736 726 
AD 486 704 
AD 737 272 AD 737 393 
SOILS AND  PAVEr1ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  4-827  Jul  1966  A Survey of the Use of Nuclear Instruments for In Situ Soils f~easurements Within the Corps of Engineers, byL. M. Womack  AD  891 959L  
MP  3-832  Sep 1966  Rotary Cone Penetrometer InvestigationsW. E. Strohm and Leslie Devay  in Clay, by  AD  737 273  
* MP  4-839  Aug  1966  Investigation of Thiokol V. Cassino  Pavement Coating, by  AD  891 955L  
* MP  3-842  Sep 1966  Geology and Soils Data, train, Louisiana  Seabrook Lock,  Lake  Pontchar 
MP  4-844  Sep 1966  XV5A Aircraft Flight Tests Landing Strip Evaluations,by W. B. Fenwick  AD  737 274  
MP  4-847  Oct 1966  Heat-Strength Tests  on  f·1embranes,  by J.  L. Decell  AD  802 402  
MP  4-850  Oct 1966  Evaluation of Guide Rail in Conjunction with Kaiser and Harvey Landing f·1at (Af~2), by C. D. Burns and W. Barker  R.  AD  737 275  
MP  4-852  Nov  1966  Evaluation of Harvey Two-Piece LandingC. D. Burns and W. R. Barker  ~!at (A~12), by  AD  738 348  
MP  4-855  Oct 1966  Service Tests of Tl7 f~embrane and WX18 Membrane Surfacing, Fort Camp be11 , Ky. , 9-12 f~ay, 2-3 June, and 15-30 June 1966, and Inspections of the Surfacing 10-23 July and 8-12 August 1966, by R. H. Grau  AD  738 349  
MP  4-858  Nov  1966  Dynamic Foundation Investigation, Roi-Namur, KwajaleinAtoll, Marshall Islands, by R. F. Ballard and D. R. Casagrande  AD  737 771  
~1P  4-859  nee  1966  Frequency Spectrum flethod for Analyzing Ground-~1otion Data Produced by Single and Multiple Vibratory Sources,by R. F. Ballard and R. E. Leach  AD  645 479  
MP  3-861  Dec  1966  Terrain Evaluation of a Portion of the Fort GreelyAutonotive Test Course; Final Report, by J. H. Shamburger, C. R. Kolb, and H. K. Woods  AD  806 538  
MP  3-865  Nov  1966  Project rJANNY BOY, Engineering-Geologic Investigations,by R. C. Nugent and n. C. Banks  AD  738 346  
MP  3-869  Feb 1967  A Technique for Delineating Subsurface Fracture Zones Resulting from High-Yield Detonation, by R. F. Ballard  AD  648 407  
MP  4-872  Dec  1966  Traffic Tests  on  "t1o-Mat", by H.  L. Green  AD  737 768  
MP  4-878  Feb 1967  Dynamic Foundation Investigations, TAA-2A Radar Site,Cape Kennedy, Florida, by R. F. Ballard and D. R. Casagrande  AD  737 765  

* Statement B. See Preface. 
S-24  
SOILS AND  PAVEMENTS LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  4-880  Mar 1967  Airfield Pavement Evaluation, Iwo Jima Air Force Base, Volcano Islands, and Appendix A: Studies Made for Evaluation, by P. J. Vedros and J. H. Shamburger  AD  909 243L  
MP  4-881  Mar 1967  Kaiser Landing t1at Failure Study (MX-19), by L. Heller  W.  AD  738 351  
MP  4-882  r1ar 1967  Forklift Operations on Tl7 Membrane Surfacing on Sand Subgrade in Open-Storage Areas; Engineer Tests, by S. Tucker and T. W. Vollor  G.  AD  812 811  
MP  4-884  Apr 1967  Tests of Lightweight Waterproofing t1embranes for Use Beneath AMl Landing r~at, by S. G. Tucker and R. H. Grau  AD  813 986  
MP  4-886  Apr 1967  Evaluation of Three-Piece AM2 by W. N. Brabston  Aluminum Landing Mat,  AD  737 767  
MP  4-888  Apr 1967  In Situ  Investigations of Foundation Soils at Two  AD  737 766  
Building Sites, Detroit Arsenal, by R.  F. Ballard  
* MP  4-891  Apr 1967  Pavement Condition Survey Report, Pease Air Force Base, Portsmouth, New Hampshire, by P. J. Vedros  AD  908 327L  
rw  4-892  Apr 1967  Refraction Seismic Investigations, Oakley Dam Decatur, Ill., by J. R. Curro  Site,  AD  738 352  
MP  3-894  Nov  1966  Project Sulky, Geologic and Engineering PropertiesInvestigations, by R. J. Lutton and F. E. Girucky  AD  724 163  
MP  3-895  r-1ay 1967  Preshot Geological and Engineering Conditions Project Flivver Site, Nevada Test Site, by W. Carter, D. r1. Bailey, and R. W. Hunt  at the D.  AD  737 770  
MP  4-897  Aug  1967  Evaluation of Kaiser Aluminum Honeycomb Landing Mat, by Robert Turner and G. L. Carr  AD  820 223  
MP  4-898  May 1967  Condition Survey, Loring Air Force Base, Limestone, t1aine, by P. J. Vedros  AD  737 769  
MP  3-902  Jun 1967  Chukar Mesa Investigation; Exploration of Areas for a Possible Hard-Rock Cratering Site, by R. J. Lutton and R. 1~. Hunt  AD  737 772  
MP  4-903  Jun 1967  Rocket Engine Jet Blast Attenuation Leese  in Water, by G.  W.  AD  654 507  
MP  3-904  Jun 1967  Soil Tests for Bomb by ,J. L. Ga tz  Penetration Study, Hill  AFB, Utah,  AD  680 898  
MP  4-907  Jun 1967  Boundary Layer Investigation in the Impingement Area of Rocket Engine Blast, by J. T. Knight  AD  738 353  
* ~1P  4-908  Jul  1967  V/STOL Aircraft Characteristics Affecting Behavior of Supporting Surfaces, by T. D. White  AD  892 485L  

* Statement B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

~---------------------------------------- 
rw  4-910  Jul  1967  Dynamic Soils Investigation for Ground Radius Effects Study, Redstone Arsenal, Alabama, by D. R. Casagrande  AD  738 613  
t1P  3-915  Apr 1967  Project Pre-Schooner, Geologic and Engineering Properties Investigation, by R. J. Lutton, F. E. Girucky, and R. W. Hunt  AD  657 638  
I-1P  3-918  Aug  1967  X-Radiography of Unopened Soil  Cores, by t1.  C. Haase  AD  692 474  
MP  4-920  Aug  1967  Lance t1issile Launcher Stability Tests, by G. and J. L. Decell  W. Leese  AD  824 442  
MP  4-923  Aug  1967  Flotation Requirements for Aircraft, by R. and 0. N. Brown  G. Ahlvin  AD  739 551  
MP  4-924  Sep 1967  Condition Survey, Bicycle Army Airfield, California, by P. J. Vedros  Ft.  Irwin,  AD  738 374  
~1P  4-931  Oct 1967  XC-142A Aircraft Flight Tests Landing Strip Evaluations, by W. B. Fenwick  AD  738 376  
11P 4-932  Aug  1967  Project Pre-GONDOLA R. F. Ballard  I, Structures Instrumentation, by  AD  735 668  
14P 4-933  Oct 1967  A Procedure for DeterMining Elastic Moduli of In Situ Soils by Dynamic Techniques, by A. A. 14axwell and Z. B. Fry  AD  739 136  
rw  4-935  Sep 1967  Evaluation of M8A1 Attachments, by H.  Landing Mat with Various L. Green  Fix  AD  824 212  
MP  4-937  Oct 1967  Investigation of Dynamic Behavior of the Navy X-Band Antenna at ~Jaldorf, 11aryland, by Jack Fowler and R. E. Leach  AD  662 062  
MP  4-945  Nov  1967  Evaluation of Republic Steel Ground Mat for Use in Depot Open-Storage Areas, by H. L. Green and G. L. Carr  AD  738 838  
* 1·1P  4-948  Sep 1957  Ground-Flotation Investigation of 11odel J. E. Watkins and W. J. Hill  Wide Tire, by  AD  822 345L  
MP  4-954  nee  1967  Comparative Performance Tests of AM2 Mat from Various Extruders and Fabricators, by C. D. Burns and W. R. Barker  AD  739 506  
11P 4-955  Dec  1967  Effect of Antenna Operation Behavior, AMRAD and RAMPART  on Structure and Foundation Radar Towers, White Sands  AD  664 764  
r1issile Range,Fowler  New Mexico, by R.  F. Ballard and Jack  
11ar 1%9  Appendix A  Transient 14otion t1easurements at AMRAD Facility, February 1969, by R. F. Ballard  AD  756 128  

* Statement B. See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  4-966  Feb 1968  Tests of Expedient Ramps Traffic, by V. C. Barber  to  Carry Over-the-Beach  AD  741 615  
MP  4-967  Feb 1968  Engineering and Laboratory Tests of t,18A1-A ing Mat, by D. W. White  Steel  Land AD  830 088  
MP  4-968  Mar 1968  Stabilization of Shifting Sand, by G.  R. Kozan  AD  829 653  
MP  4-969  Feb 1968  Gel atin Modeling Methods Dynamics, Ground Motion,  for the Study of Foundation and Seismic Phenomena, by  AD  712 301  
Y. K. Pack and L.  W. Heller  
MP  4-970  Feb 1968  In Situ Site Survey, Vibratory and Seismic Techniques, Brown's Ferry Nuclear Plant, Decatur, Alabama, by J. R. Curro  AD  738 778  
t1P  4-971  Feb  1968  Preshot,  In Situ Site Investigation, Vibratory and  AD  738 779  
Seismic Techniques, Pre-Gondola II, Fort Peck, Montana, by J. R. Curro  
MP  3-974  Feb  1968  Settlement of Fallback Materials, by  ~1.  C. Sherman  AD  739 305  
MP  4-976  f1ar 1968  Condition Survey, Michael  Army Airfield, Dugway  AD  757 136  
Proving Ground, Dugway, Utah, by P.  J. Vedros  
* ~lP  4-977  Mar 1968  Dust-Cloud Sampling During Operation Distant Plain,  AD  828 979L  
by G.  W. Leese and  P. J. Vedros  
MP  3-978  t1ar 1968  Results of Second Division Laboratory Testing Program  AD  739 306  
on Standard Soil Strohm  Samples, by t1.  t1.  Johnston and W.  E.  
MP  4-980  Jul  1968  Factors That Influence the Development of Soil tutive Relations, by J. G. Jackson  Consti- AD  695 619  
MP  3-981  Mar 1968  Survey of Slope Failures  in  Reservoirs, by W.  C. Sherman  AD  739 643  
MP  4-983  f1ar  1968  Structure and Foundation .Behavior During Antenna Operation, TAA-2A Vero Beach, Florida and TAA-3 Merritt Island, Florida, by Jack Fowler and R. E. Leach  AD  669 239  
f4P  3-985  Apr 1968  Borehole Television Examination, Meramec Meramec River, Missouri, by J. L. Gatz  Park Reservoir,  AD  739 644  
t1P  4-989  Apr  1968  Condition Survey, Robert Gray Army Airfield, Texas, by P. J. Vedros  Fort Hood,  AD  739 296  
MP  3-990  Apr 1968  Soil  Survey and Support Activities, Operation Distant  AD  669 616  
Plain Event 6, by J.  L. Gatz  
MP  3-991  Oct 1967  A Study of Selected Rock Excavations Large Nuclear Craters, by R. J. Kley  as Related to and R. J. Lutton  AD  737 737  
t1P  S-68-1  May  1968  Condition Survey, Sheridan Army Airfield, Illinois, by P. J. Vedros  Ft.  Sheridan,  AD  730 917  

* Statement B. See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  nate  Title  AD  Number  
MP  S-68-2  May  1968  Condition Survey, Liberty Army Airfield, Georgia, by P. ,J. Vedros  Ft.  Stewart,  AD  730 918  
MP  S-68-3  May 1968  Application of Finite Element Method in Determining Stability of Crater Slopes; Preliminary Report, byD. C. Banks and J. B. Palmerton  AD  676 836  
MP  S-68-4  Laboratory Tests of Relief Well  Filters:  
May  1968  Report 1  Wells Along Mississippi River Levees, Alton to Gale, Illinois, by Frederick Mitronovas  AD  A036 368  
* MP  S-68-5  May 1968  Subsurface Investigation for HEST V, by F.  L. Smith  AD  834 823L  
and J.  L. Gatz  
(.:>  
MP  S-68-7  Jun 1968  Evaluation and W. B. Fenwick  Design of Helicopter Revetments, by  AD  734 313  
MP  S-68-8  Jul  1968  Selected Methods for Analyzing the Stability of Crater Slopes, by D. C. Banks  AD  673 997  
MP  S-68-9  Jul  1968  Evaluation of Dow Chemical H. L. Green and G. L. Carr  Extruded Landing Mat, by  AD  838 926  
MP  S-68-10  Jul  1968  Evaluation of Load-Distributing Capability of T17 Membrane in Road Construction, by C. D. Burns and J. L. McCa 11  AD  837 424  
~1P S-68-11  Jul  1968  Evaluation of Hay Two-Piece Grau  Af~2  Landing  ~1at,  by R.  W.  AD  730 728  
MP  S-68-12  Jul  1968  Application of Radiography to the Study of Small-Scale Footing Tests in Clay, by E. B. Perry  AD  673 130  
MP  S-68-13  Jul  1968  Membrane-Envelope Technique for liaterproofing Soil Base Courses for Airstrips; Bare Base Support, by C. D. Burns and W. N. Brabston  AD  684 356  
MP  S-68-14  Jul  1968  Project Altair, Kwajalein, Marshall Islands, Static and Dynamic Response of a Ring-Beam Antenna Foundation, by  AD  673 706  
D. R. Casagrande  
MP  S-68-15  Aug  1968  Compaction of Cohesionless f~aterials, by J. and W. E. Strohm  R. Compton  AD  730 729  
MP  S-68-16  Feb 1968  Project Dugout, Geologic and Engineering Properties Investigations, by R. ,J. Lutton  
MP  S-68-17  Sep 1968  Uniaxial Strain Testing of Soils for Blast-Oriented Problems, by J. G. Jackson  AD  730 733  

MP S-68-18 Oct 1968 Site Selection Investigation for the f·1ine Shaft Series, AD 842 301 by ~J. J. Farrell and J. R. Curro 
* Statement B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 
Miscellaneous Papers 
Number Date Title 	AD Number 
~~----------------------------------------
MP S-68-19 11ay 1968 	Project Pre-GONIJOLA II Structures Instrumentation, by AD 730 734 
R. J . Ba 11 ard 
MP S-68-20 Oct 1968 	Evaluation of Thin Steel Membranes, by J. E. Watkins AD 846 175 
I~P S-68-21 Oct 1968 	Project Palanquin Preshot Geologic and Engineering AD 730 735 Properties Investigations, by R. C. Nugent and F. E. Girucky 
t1P S-68-22 Nov 1968. 	A Study of the Condition of Piezometers in the 1949 InAD 730 730 stallation at Reid-Bedford, Louisiana, by J. L. McCall 
* MP S-68-23 Nov 1968 Soil Property Investigation for HEST Test V, SuppleAD 863 378L mentary Report, by J. G. Jackson and R. G. Burlingame 
Mp S-68-24 Oct 1968 	Preshot Geological Engineering Investigations for Pro
ject Cabriolet, Pahute Mesa, Nevada Test Site, by 

R. H. Hunt, D. M. Bailey, and L. IJ. Carter 
MP S-68-25 Nov 1968 	An Investigation .of the Cement Requirements for Soil AD 730 736 Cement Compacted to Modified Maximum IJensity, by 
J. E. Windham 
MP S-68-26 Nov 1968 	Condition Survey, Davison Army Airfield, Fort Belvoir, AD 730 919 Virginia, by P. J. Vedros 
MP S-68-27 Dec 1968 	Missile Bases: Design and Construction Problems, by AD 703 838 
W. J. Turnbull and A. J. Hendron 
~1P S-68-28 Dec 1968 	Field Performance Investigation, Subsurface Drainage AD 888 290 Facilities, Little Rock Air Force Base, Arkansas, 4-6 November 1968, by C. C. Calhoun 
11P S-69-1 Jan 1969 	Materials Investigated for !Just-Control Program (South-AD 848 430 east Asia), by D. W. White and J. L. IJecell 
MP S-69-2 Jan 1969 	Engineering Tests of Harvey 1-by 6-ft Landing Mat with AD 849 108 Integral End Connectors, by C. T. McCormick 
t1P S-69-3 Jan 1969 	Evaluation of Washington Aluminum Company, Inc., Pro-AD 730 731 duct ion N12 Landing Mat, by C. IJ. Burns and D. P. l~olf 
MP S-69-4 Feb 1969 	Evaluation of Dow Chemical Extruded Aluminum Landing AD 849 107 Mat (Modified MX18-B), by L. R. Lenzner 
MP S-69-5 Jan 1969 	Evaluation of 11o-1·1at Ground Cover for Use in Army Depot AD 848 114 Open-Storage Areas, by H. L. Green and C. J. Gerard 
r1P s~69-6 Feb 1969 	Vibro/Seismic Survey and Crater Oisturbance Zone De-AD 684 340 
1 ineation, Pre-GONDOLA I, Fort Peck, t1ontana, by 
D. R. Casagrande 
MP S-69-7 Mar 1969 	Soils Engineering in the Design and Performance of AD 849 018 Artillery Foundations, by J. K. Poplin 
* Statement FL See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  S-69-9  Feb 1969  Investigation of Enzymatic t1aterials for Soil lization, by G. R. Kozan, J. H. Ables, and J. Stouffer  StabiD.  AD  850 629L  
MP  S-69-10  r~ar  1969  Evaluation of Surfacing t1aterials for Firm Base Tactical Airfields; Bare Base Support, by C. D. Burns and W. N. Brabston  AD  685 826  
~1P  S-69-11  Expedient Surfacing and Drainage of Roads, Streets, and Parking and Storage Areas in Theater of Operations:  
*  1·1ar 1969  Report 1  Tests Conducted Between July 1966 and August1968, by C. D. Burns and V. C. Barber  AD  850 667L  
Feb  1971  Report 2  Tests Conducted Between August 1968 and 1969, by C. D. Burns and V. C. Barber  July  AD  907 934  
r~P  S-69-12  Apr 1969  Variation in Angle of Internal Friction with Confining Pressure, by D. C. Banks and B. N. Maciver  AD  688 078  
tW  S-69-13  Apr 1969  Evaluation of Harvey Electron Beam Welded AM?. Landingt1at (Ar1 2 t10D 2), by C. D. Burns and D. P. Wolf  AD  730 741  
~1P  S-69-H  r~ar  1969  Lower 3ound Estimates  to Allowable Dynamic  Loads  on  AD  888 307  
Mortar Baseplates, by P.  F. Hadala  
~1P  S-69-15  Apr 1969  Evaluation of Nuclear t1ethods of Determining Surface In Situ Soil Hater Content and Density, by T. B. Rosser and S. L. Webster  AD  688 079  
t1P  S-69-16  Apr 1969  Analysis of Laboratory Test Data to Derive Soil Constitutive Properties, by J. G. Jackson  AD  699 326  
r~P  S-69-17  r~ay  1969  Evaluation of t1odified Tl1, Dow, and Fenestra Landing Mats, by G.  ll. S. Steel L. Carr  Alcoa Tll,  AD  853 531  
*  ~1P  S-69-18  May  1969  Evaluation of Equipment Used Anchors, by C. J. Gerard  for Emplacement of Earth  AD  853 865  
rw  S-69-19  May  1969  Condition Survey, La1vson Army Airfield, Ft. Georgi a, by A. H. Joseph and P. J. Vedros  Benning,  AD  888 292  
t1P  S-69-20  r1ay  1969  Apparatus and Tests for Determining Negative Pore Water Pressure Characteristics of Desiccated Clays, by C. A. Carlson  AD  730 742  
r~P  S-69-21  Jun  1969  Foundation Precompression with Vertical S. J. Johnson  Sand Drains, by  AD  730 737  
MP  S-69-22  Jun 1969  His tory of Dow D. 1-J. vJhite  Chemical  Extruded t1ed i um-Duty t1a t, by  AD  730 743  
MP  S-69-23  Jun  1969  Precompression for S. J. Johnson  Improving  Foundation Soils, by  AD  731 111  

* Statefllent 3. See Preface. 
S-30  
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
t·1P  S-69-24  Jun 1969  Review of Literature L. D. Johnson  on  Expansive Clay Soils, by  AD  709 583  
MP  S-69-25  Ground Wash  Flow Over Deflecting Walls:  
Jun 1969  Report 1  Feasibility Study, by G.  W. Leese  AD  731 199  
MP  S-69-26  Apr 1969  Field Performance Investigation, Subsurface Drainage Facilities, Robert Gray Army Airfield, Fort Hood, Texas, 17-19 14arch 1969, by C. r:. Calhoun  AD  731 112  
MP  S-69-27  Jun 1969  Landing Mat Overlay on Deteriorated Pavement, Support, by C. D. Burns and W. N. Brabston  Bare Base  AD  690 801  
MP  S-69-28  Jul  1969  Evaluation of XM20  Landing Mat Under Medium-Duty Load,  AD  856 826  
by C. J. Gerard  
r~P S-69-29  Jul  1969  Evaluation of Harvey Nonwelded Aluminum Landing Mat,  AD  731 200  
by C. D. Burns and R. W. Grau  
~1P  S-69-30  Jul  1969  Development of a Vibropacker System for Inducing Polarized Shear Waves and Compression Waves at Depths,  AD  731 453  
by R.  F. Ballard and  R.  E.  Leach  
MP  S-69-31  Jul  1969  Field  Investigation of Selected Foundation Piezometers,  AD  735 702  
by C.  R. Furlow  
* t1P  S-69-32  Aug  1969  Acoustic Subbottom Profiling Survey, Walter F. Reservoir, Alabama-Georgia, by R. T. Saucier  George  AD  888 504L  
MP  S-69-33  Aug  1969  Flexible Pavement for Tomorrow's Major Airports, byD. N. Brown, G. M. Hammitt, and D. M. Ladd  AD  731 113  
MP  S-69-34  Aug  1969  Seepage Characteristics of Explosively Produced Craters in Soil and Rock, by W. C. Sherman and D. C. Banks  AD  731 454  
t4P  S-69-35  Sep 1969  Jet Engine Exhaust Blast Tests Duty Landing t1at Panels, by J.  on Kaiser XM19 W. Carr  Medium AD  860 358  
MP  S-69-36  Sep 1969  Jet Engine Exhaust Blast Tests Panels, by J. W. Carr  on  Goodyear Aluminum Mat  AD  860 084  
rw  s-69-37  Aug  1969  Condition Survey, Hunter Army Airfield, Savannah, Georgia, by A. H. Joseph, P. J. Vedros, and W. B. Abbott  AD  731 641  
* MP  S-69-38  Aug  1969  Airfield Pavement Evaluation, Robert Gray Army Airfield, Fort Hood, Texas, by A. H. Joseph and W. B. Fenwick  AD  890 782L  
*  Jun 1970  Supplement, by P.  J. Vedros  
MP  S-69-39  Sep 1969  Evaluation of XM20 and R. W. Grau  Aluminum Landing Mat,  by C.  D. Burns  AD  735 768  

* Statement B. See Preface. 
Number  Date  
MP  S-69-40  Sep 1969  
MP  S-69-41  Sep 1969  
~1P S-69-42  Apr 1969  
MP  S-69-43  Sep 1969  
MP  S-69-44  Sep 1969  
~1P S-69-45  Sep 1969  
* MP  S-69-46  Oct 1969  
MP  S-69-47  Oct 1969  
r~P S-69-48  Oct 1969  
MP  S-69-49  Dec 1969  
* MP  S-69-50  Dec 1969  
MP  S-69-51  Dec  1969  
MP  S-69-52  nee  1969  
MP  S-69-53  Dec 1969  
MP  S-70-1  Jan 1970  
* MP  S-70-2  Jan 1970  
* Statement B.  See Preface.  

SOILS AND PAVEr1ENTS LABORATORY 
Miscellaneous Papers 
Title 
Evaluation of Dow XM18-E and Alcoa AM2 Landing Mat, by C. D. Burns and D. P. Wolf 
Evaluation of Harvey and Kaiser Production AM2 Landing f4at, by C. D. Burns and R. H. Grau 
Project Buggy, Preshot Geologic and Engineering Properties Investigations, by R. J. Lutton, R. H. Hunt, and R. E. Rowland 
Airfield Pavement Evaluation Report, Hirsch Auxilary Field, Laredo, Texas, by P. J. Vedros and W. B. Fenwick 
Airfield Pavement Evaluation Report, Laredo Air Force Base, Texas, by P. J. Vedros and W. B. Fenwick 
Airfield Pavement Evaluation Report, Keesler Air Force Base, Biloxi, Mississippi, by A. H. Joseph and J. 1~. Hall 
Summary of Information from Questionnaires on Uses of Filter Cloths in the Corps of Engineers, by C. C. 
Calhoun 
Condition Survey, Simmons Army Airfield, Ft. Bragg, North Carolina, by P. J. Vedros and \L B. Abbott 
Comparison of Results of Dynamic In Situ and Laboratory Tests for Determination of Soil f,1oduli, by R. W. Cunny, 
S. S. Cooper, and Z. B. Fry 
Evaluation of Goodyear All-Bonded Aluminum Honeycomb Landing Mat, by C. T. McCormick and G. L. Carr 
Reconstruction of Landing-Mat Test Facility and Its 
Performance During C-141A Flight Test Program, Dyess 
Air Force Base, Texas, by C. D. Burns and R. W. Grau 
Evaluation of Dow Chemical Extruded Aluminum Landing 
Mat (XM18El), by D. W. White and C. J. Gerard 
Pavement Tests to Provide for the Jumbo Jets, by 
R. G. Ahl vin 
Preliminary Finite Element Analysis, Atchafalaya Basin 
Protection Levees, Test Section 3, by J. B. Palmerton 
Motion of Rifle Gap Dam, Rifle, Colorado; Project 
Rulison Underground Nuclear Detonation, by Jack Fowler 
Interim Report; Investigation of Plastic Filter Cloths, by C. C. Calhoun, Jr. 
AD Number 
AD 735 769 
AD 890 515 
AD 735 845 

AD 890 784 AD 890 783 AD 890 785 
AD 890 981L 
AD 860 556 AD 735 852 
AD 865 408 AD 863 821L 
AD 865 599 
AD 735 781 
AD 735 782 
AD 919 OOOL 
SOILS AND PAVEMENTS LABORATORY 

Miscellaneous Papers 
Number Date Title AD Number 

MP  S-70-3  Seepage in Mississippi River Banks:  
Feb 1970  Report 1  Analysis of Transient Seepage Using Viscous Flow Model and Numerical Methods, by C. S. Desai  AD  757 396  
MP  S-70-4  Feb 1970  Evaluation of Harvey New-Profile AM2 Landing t·1at, by c. D. Burns, V. C. Barber, and R. W. Grau  AD  A032 965  
MP  S-70-5  Feb 1970  Evaluation of Modifications of N12 and XM18 Mat, by C. D. Burns and D. P. Wolf  Landing  AD  757 383  
MP  S-70-6  Feb 1970  Evaluation of xr~20 Production Landing Mat, by C. Burns and R. W. Grau  D.  AD  757 385  
MP  S-70-7  Shear Strength Characteristics of Earth-Rock Mixtures:  
Feb 1970  Report 1  Survey and Evaluation of Existing Laboratory Apparatus for Large-Scale Testing of CompactedRock and Earth-Rock Mixtures, by A. H. Feese  AO  A035 017  
~1P  S-70-8  Effects of Strain Rate in Consolidated-Undrained Tri 
axial  Compression Tests of Cohesive Soils:  
Feb 1970  Report 1  Vicksburg Silty Clay (CL), by R. Oiaz and J. R. Compton  F. Esquivel AD  A032 966  
May 1971  Report 2  Vicksburg Buckshot Clay (CH), by R.  T. Oonaghe  AD  756 192  
MP  S-70-9  t1ar 1970  M8Al Steel Landing t1at Comparison Tests, by 0. and 0. A. Ellison  W. White  AD 866 224  
MP  S-70-10  Mar 1970  Pavement Failure Report, Ramey Air Force Base, Puerto Rico, by A. H. aoseph and w. B. Abbott  AD  A032 967  
MP  S-70-11  Apr 1970  Investigation of a Proprietary Chemical Agent for Soil Stabilization, by G. R. Kazan and J. D. Stouffer  AD  873 019  
MP  S-70-12  Apr 1970  Hard Rock Silo Prototype Test Site Selection Investigations, by C. R. Kolb, W. J. Farrell, and J. R. Curro  AD  756 323  
I  
MP  S-70-13  Analysis of Field C,ompaction Data:  
Apr 1970  Report 1  Perry Dam,  Delaware River, Kansas, by V.  H.  AD  A032 968  
Torrey  
Dec 1970  Report 2  Littleville Dam, Westfield River, by V. H • .Torrey  ~1assachusetts,  AD  756 196  
t~P  S-70-14  r1ay 1970  Evaluation of Soil Strength of Unsurfaced Forward-Area Airfields by Use of Ground Vehicles, by G. M. Hammitt  AD  709 589  
MP  S-70-15  t1ay 1970  Origin of the St. Francis Sunk Lands, Hissouri, by R. T. Saucier . ,  Arkansas and  AD  A032 969  

Nur:tber t~P S-70-16 
MP S-70-17 Unnumbered 
MP MP MP 
t~P 
MP t1P t1P 
t1P 
~1P 
MP MP MP 
S-70-18 
S-70-19 S-70-20 S-70-21 S-70-22 
S-70-23 
S-70-24 
S-70-25 S-70-26 S-70-27 S-70-28 S-70-29 
Date 11ay 1970 
May 1970 ,Jun 1970 Jun 1970 ,Jun 1970 t1ay 1970 Jul 1970 Aug 1970 Sep 1970 Sep 1970 
Nov Nov Nov Dec Aug 
1970 1970 1970 1970 1970 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Title  AD  Number  
Origin and Chronologie Significance of Late Quaternary Terraces, Ouachita River, Arkansas and Louisiana, by R. T. Saucier and A. R. Fleetwood  AD  A033 142  
Geoelectrical Survey Performance and Evaluation, Walter F. George Reservoir, Alabama-Georgia, by R. Saucier  T.  AD  A035 985  
Proceedings, Seismic Instrunentation Conference and Concrete Dams, November 1969  on  Earth  AD  777 498  
The Influence of End Restraint and Method of Consolidation on the Drained Triaxial Compressive Strength of Crushed Napa Basalt, by M. M. Al-Hussaini  AD  A033 143  
Restoration of Landing-Mat-Surfaced Subgrades by Grouting Methods, by C. D. Burns and V. C. Barber  AD  710 962  
Dynamic Behavior of Launch Facility Foundation and Surrounding Areas, by R. F. Ballard  
Evaluation of Kaiser XM19 All-Bonded Aluminum Honeycomb Landing Mat, by H. L. Green and C. J. Smith  AD  875 981  
Operation Mine Shaft; Geological Investigation of the t~ine Shaft Sites, Cedar City, Utah, by C. R. Kolb, W. J. Farrell, R. H. Hunt, and J. R. Curro  AD  876 514  
Techniques for Overlaying Deteriorated Landing Mat, Bare Base Support; Project 3782-63, by C. D. Burns and W. N. Brabston  AD  756 197  
Soil Strength Criteria for Operation of Fighter Aircraft on Unsurfaced Airfields; Bare Base Support; Project 378265, by D. r1. Ladd  AD  756 158  
The Effects of Geological 1:. L. Krinitzsky  Features  on  Soil  Strength, by  AD  756 159  
Evaluation of Alcoa Brazed Ar15 Burns and D. P. Wolf  Landing t1at, by C.  D.  AD  757 384  
Dust Control by Thermal Katharine Mather  Methods, by B.  D. Ains~wrth and  AD  878 791  
Theoretical Investigation of the Half Wavelength Theory, by G. Y. Baladi  AD  A033 144  
Geological Observations of the Origin, Nature and Distribution of !1udlumps, Barrier Islands, and Oyster Reefs of Coastal Louisiana, by C. R. Kolb and R. T. Saucier (Revised)  

S-34  
SOILS  AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  S-70-30  Sep 1970  Development of Landing Mat Ground Flotation Evaluation Criteria, by D. M. Ladd  AD  878 066L  
r~P  s-71-1  Jan 1971  Airfield Pavement Evaluation Report, Godman F1rmy Airfield, Fort Knox, Kentucky, by A. H. Joseph, P. J, Vedros, and R. 0. Jackson  AD  A006  517  
t~P  S-71-2  Jan 1971  Geological Investigation, HRS Prototype Test Site investigation, Laramie Range, \riyorning, by R. ~L Hunt, R. E. Leach, J. R. Curro, J. L. Gatz, and R. L. Stowe  f\D  756 319  
MP  S-71-3  Jan 1971  Thickness Requirements for Soils Beneath Landing t~ats; Bare Base Support; Project 3732-64, by H. H, Ill ery and  AO  756 198  
D.  P.  \4olf  
* MP  S-71-4  Feb  1971  History of Kaiser t·1edium-Duty .1\luminum Sandwich by G. L. Carr  ~1at,  AD  908 324L  
MP  S-71-5  Jan 1971  Airfield Pavement Requirements for t1ultiple-\'iheel Heavy Gear Loads, by D. N. Brown and J. L. Rice  AD  721 530  
MP  S-71-6  Mar 1971  Free-Field Code  Predictions  Versus  Field t1easurements:  AD  722 403  
A Comparative Analysis for the Prairie Flat Event, byJ. S. Zelasko and G. Y. Baladi  
MP  S-71-7  t1ar 1971  Evaluation of Kaiser Production Aluminum HoneycombLanding Mat, by C. T. t1cConnick  AD  883 189  
MP  S-71-8  Feb 1971  Extractio~ Procedure for Rubberized-Tar Paving ~1ixtures, by T. D. White  AD  881 757  
MP  S-71-9  t1ay 1971  Calculation of Stress and Strain from Triaxial Test Data on Undrained Soil Specimens, by J. Q. Ehrgott  AD  724 619  
MP  S-71-10  May  1971  The Influence of Construction Step Sequence and Nonlinear Material Behavior on Cracking of Earth and RockFill Dams; Preliminary Study, by W. E. Strohm and S. J. Johnson  AD  A033  145  
rw  s-71-11  Apr 1971  Condition Survey, Libby Army Airfield, Arizona, by P. J. Vedros  1-t.  Huachuca,  AD  724 069  
t1P  S-71-12  Fragment and  Projectile Penetration Resistance of Soils:  
*  Jul  1971  Report 1  Literature Review and Preliminary Theoretical Study of Soils as a Fortification Material,  AD  886 828L  
by G.  N. Reeves  and B.  Rohani  
*  ,Jun  1973  Report 2  High-Velocity Fragment Penetration Into Laboratory-Prepared Soil Targets, byB. Rohani  AD  911 768L  

* Statement n. See Preface. 
SOILS AND  PAVEr4ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-71-13  Dec 1971  Some Theoretical and Experimental Implications of Constant Shear r4odulus Constitutive Models, by Behzad Rohani and J. G. Jackson  AD  735 343  
* MP  S-71-14  Mar 1971  Pavement Design for Various Levels of Traffic Volume, by D. L. Cooksey and D. r~. Ladd  AD  882 234L  
MP  S-71-15  May 1971  Investigation of Pavement Surface Cracking, Amedee ArmyAirfield, Herlong, California, by P. J. Vedros  AD  725 533  
MP  S-71-16  May 1971  Sum~ary of Special Equipment for Laboratory Soils Testing at U. S. Army Corps of Engineers Division Laboratories  AD  A034 668  
MP  S-71-17  Earthquake Resistance of Earth and Rock-Fill  Dams:  
May 1971  Report 1  Discussions by Professors H. B. Seed and R. V. Whitman, by R. W. Cunny and J. E. Ahlberg  AD  A055  598  
Jun 1972  Report 2  Analysis of Response of Rifle Gap Dam to Project Rulison Underground Nuclear Detonation, by J. E. Ahlberg, Jack Fowler, and L. W. Heller  AD  744 420  
Sep 1972  Report 3  Feasibility of Simulating Earthquake Effects Earth and Rock-Fill Dams Using UndergroundNuclear Events  on  AD  748 816  
Jan 1975  Report 4  Transient Two-Dimensional Analysis of Soils byLatticework ~1ethod, Lopez Dam Case Study, byE. B. Wylie, V. L. Streeter, C. N. Papadakis,and F. E. Richart, Jr.  AD  A006  587  
Nov  1977  Report 5  Permanent Displacements of Earth Embankments by Newmark Sliding Block Analysis, by A. G. Franklin and F. K. Chang  AD  A048 346  
MP  S-71-18  Jun 1971  Deflection-Coverage Relationship for Flexible Pavements,by A. H. Joseph and J. W. Hall  AD  725 992  
MP  S-71-19  Jun 1971  Investigation of Fiber Glass Reinforced Resins for Stabilization of Missile Launching Sites, by G. W. Leese  AD  A006  511  
* MP  S-71-21  Aug  1971  Theoretical  Landing Mat Analysis, by T.  D. ~Jhite  AD  887 547L  
MP  S-71-22  Oct 1971  Study of Clay Shale Slopes, by D.  C. Banks  AD  A035  018  
MP  S-71-23  Oct 1971  Settlement of Large Hydraulic Structures, byKaufman and W. C. Sherman  R.  I.  AD  A033 146  
MP  S-71-24  Nov  1971  Evaluation of Foamed  Plastics for Use  as  Structural  AD  733 874  
Supporting Layers in Pavements and Foundations, byA. H. Joseph, R. D. Jackson, and T. B. Rosser  

* Statement B. See Preface. 
Number  Date  
MP  S-71-26  Oct 1971  
MP  S-71-27  Dec 1971  
MP  S-71-28  Dec  1971  
~1P S-71-29  Dec  1971  
t4P  S-72-1  Jan 1972  
MP  S-72-2  Jan 1972  
MP  S-72-3  Jan 1972  
MP  S-72-4  Feb 1972  
MP  S-72-5  Feb 1972  
MP  S-72-6  Feb 1972  
MP  S-72-7  t1ar 1972  
MP  S-72-8  Mar 1972  
t1P  S-72-9  Mar 1972  
* MP  S-72-10  t1ar 1972  
MP  S-72-11  
Apr 1972  
May 1973  
0. 
C. Banks 



* Statement B. See Preface. 
SOILS AND 	PAVH1ENTS LABORATORY 
Miscellaneous Papers 
Title 
Vibro-Seismic Survey, High-Stability AEC Structure, Oak Ridge, Tennessee, by Jack Fowler and P. F. Hadala 
Design of Unsurfaced Soil Facilities for Operations of C-5A Aircraft, by D. M. Ladd and V. C. Barber 
Evaluation of Dow Chemical Company Extruded Aluminum, Two-Piece 2-by 12-ft Landing Mat (MX18-D), by D. W. White 
Evaluation of Harvey Aluminum 1-by 12-ft Extruded Light-Duty Landing Mat with Overlap/Underlap End Connectors, by H. L. Green and C. T. McCormick 
X-Ray ~1easurement of Soil Densities in Models, by 
E. L. Krinitzsky 
Application of Finite Element Method in Determining Stability of Crater Slopes, by J. B. Palmerton and 
Three-Dimensional Seepage Model Study, Oakley Dam, Sangamon River, Illinois, by C. L. t1cAnear and C. C. Trahan 
Evaluation of Kaiser XM19 Waterproof Aluminum Honeycomb Landing Mat with D and Dl Connectors, by G. L. Carr 
Evaluation of MO-MAT 158 as Light-Duty Landing Mat, by
C. J. Smith 
Feasibility of Using Membrane-Enveloped Soil Layers as 
Pavement Elements for Multiple-Wheel Heavy Gear Loads, by C. n. Burns, W. N. Brabston, and R. W. Grau 
Application of Model Theory to nesign and Evaluation of Airfield Pavement, by Y. T. Chou and 0. 0. Thompson 
Condition Survey, Hunter Army Airfield, Savannah, Georgia, by R. D. Jackson and P. J. Vedros 
Notes on Proving Rings and Frames for Soil Testing Equipment, by t1. J. Hvors 1ev 
Observation of C-5A Operations on Landing Mat Test Facility, Dyess Air Force Base, Texas, by H. L. Green 
Damping Capacity of Soil During Dynamic Loading: 
Report 1 	Review of t1a thema t i ca1 Materia 1 Mode 1s, by Behzad Rohani 
Report 2 	Review of Laboratory Methods of Determining Damping, by W. F. t1arcuson III 
AD AD AD AD 
AD 
AD AD 
AD 
AD AD AD 
AD AD AD AD 
AD AD 
Number A033 147 735 344 735 345 
735 783 
736 850 737 178 
A033 148 
738 840 
738 137 
738 839 
741 368 757 387 756 199 919 835L 
742 647 
762 129 
SOILS  AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  nate  Title  AD  Number  
~------------------------------------------ 
MP  S-72-12  Apr 1972  Investigation of Full-Depth Asphaltic Concrete Overlays on Highways, by G. M. Hammitt  AD  A033  149  
t1P  5-72-13  Apr  1972  Constitutive Property Studies to Support In-Cell Incident Investigation at Big Black Test Site, by C • .]. Schexnayder  AD  742 231  
and  P.  F.  Hadala  
I~P  S-72-14  Jun 1972  Engineer Design Tests of Dust-Control Materials and Emplacement Equipment, by M. M. Culpepper and W. A. Wil vert  AD  745 086  
* MP  S-72-1S  May  1972  Static Finite Element Study of Soil Stresses and Displacements Under a Perimeter Acquisition Radar Building, by C. J. Schexnayder  AD  894 928L  
r1P  S-72-lE  ~1ay 1972  Evaluation of Ancillary Items t1ats, by G. L. Carr  for XM1R  and  XM19  Landing  AD  743 161  
t1P  S-72-17  t>lay  1972  Geology of Boring 93 UES, Test Section III; Atchafalaya Levee System, Louisiana, by E. L. Krinitzsky and J. T.  AD  A033  150  
Lewis  
t1P  S-72-19  Jun 1972  Condition Survey, Campbell Army Airfield, Fort Campbell,  AD  743 462  
Kentucky, by P.  J. Vedros  and S.  J. Alford  
r1P  S-72-20  Jun 1972  Condition Survey, Davison Army Airfield, Fort Belvoir, Virginia, by P. J. Vedros and R. D. Jackson  AD  743 463  
~1P  S-72-21  ,Jun  1972  Investigation of ~elief Wells, Mississippi River Levees, 1\.lton to Gale, Illinois, by R. L. t1ontgomery  AD  757 395  
IW  S-72-?.2  Jun 1972  Condition Survey, Forney Army Airfield, Fort Leonard \food, l~issouri, by P, J. Vedros and R. D. Jackson  AD  743 856  
~w  s-72-?3  ,Jun  1972  Condition Survey, /\labama, by P. ,J.  Redstone Army Airfield, Huntsville, Vedros and S. J. Alford  AD  743 857  
rw  s-72-24  Jun  197~  Condition Survey, Fort Polk Army Airfield, Fort Polk, Louisiana, by P. J. Vedros  AD  743 858  
t1P  S-72-25  .Jun  1972  Condition Survey, Sherman Army Airfield, Fort Leavenworth, Kansas, by P. J. Vedros and R. D. Jackson  AD  743 912  
~1P  S-72-26  ,Jun  1972  Condition Survey, Butts Army Airfield, Fort Carson, Colorado, by P. J. Vedros and R. D. Jackson  AD  743 859  
t1P  S-72-27  Jun 1972  Erosion Control  at the ARES  Facility,  Kirtland Air  AD  744 783  
Force Base,  tlew 1·1exico, by  C. R. Styron  
jun 1912  Literature Review of Skid-Measuring Equipment and Techniques, by A. H. Joseph and R. A. Andress  AD  901 528L  
rw  S-72-29  .Jt:n  l'P2  Comparisons of Vibrated Density and Standard Compaction  AD  A033  141  
Tests  on  Sands with  Fines, by  F. C. Townsend  

S-38  
SOILS AND  PAVEt1ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* t~P  S-72-30  Aug  1972  Interim Analysis of Data from Instrumentation Program,Columbia Lock, by R. L. Montgomery and A. L. Sullivan  AD  908 322L  
MP  S-72-31  Aug  1972  IJH-1H  Downwash Velocity f1easurefllents,  by G.  \L  Leese  AD  A034 667  
MP  S-72-32  Aug 1971 Revised Aug 1972  Second Program of Special Shear Tests of East Atchafalaya Basin Protection Levee Foundation Soils, by R. C. Horz and G. P. Hale  
* t1P  S-72-33  Aug  1972  Theoretical Study of the Penetration of an AntipersonnelMine Projectile Into Earth t~aterials, by Behzad Rohani  AD  B017  263L  
* MP  S-72-34  Nov  1972  Relative Surfacing Requirements for Container-HandlingVehicles, by D. N. Brown, A. A. Clark, R. J. Lacavich, and E. S. Rush  AD  905 l95L  
MP  S-72-35  Sep 1972  Hydrostatic and Shear Responses of Two Tuff r~aterials Under Various Rates of Stress, by J. Q. Ehrgott  AD  749 256  
t1P  S-72-36  Jun 1972  Vibroseismic Survey, Railroad Test Embankment, Aikman, Kansas, by J. R. Curro  AD  757 386  
MP  S-72-37  Sep 1972  Movement of Variable-Density Inclusions Under Blast Loading, by E. B. Perry  in Wet Sand  AD  750 572  
MP  S-72-38  Oct 1972  Evaluation of Harvey Aluminum 1-by 12-ft Extruded Light-Duty Landing r~at with Symmetrical Butt-Type End Connectors, by H. L. Green  AD  752 079  
MP  S-72-39  Dec  1972  Evaluation of XM20 and XM20El Duty Load, by C. J. Smith  Landing Mats  Under Heavy AD  753 935  
t·1P  S-72-40  Dec  1972  Evaluation of Dow Chemical Mat, by D. W. White  Extruded Truss-Web Landing  AD  753 921  
MP  S-72-41  Dec  1972  Geological and Seismological Factors for Design Earthquakes, Patoka Damsite, Indiana, by E. L. Krinitzsky  AD  A035 984  
MP  S-72-42  Dec  1972  Earthquake Liquefaction Potential at Patoka Dam, Indiana, by W. F. Marcuson and P. A. Gilbert  AD  921 576  
Unnumbered  Dec  1972  Trip  to  European Research  Institutions Relative  to  
Work  of Soils and  Pavements Laboratory  
MP  S-72-43  Aug  1972  Strengthening of Keyed Longitudinal Construction Joints in Rigid Pavements, by R. W. Grau  AD  759 570  
MP  S-72-44  Oct 1972  Construction of Fibrous Reinforced Concrete OverlayTest Slabs, Tampa International Airport, Florida, byF. Parker, Jr.  AD  760 638  

* Statement R. See Preface. 
SOILS AND  PAVEMENTS LABORATORY  
Miscellan~ous Papers  
Number  Date  Title  ----------------- AD  Number  
MP  S-73-1  State-of-the-Art for Assessing Earthquake  Hazards in  
the United  States:  
Jan 1973  Report 1  Design Earthquakes  for the Central United  AD 756 447  
States, by o. w.  Nuttli  
May 1974  Report  2  Fault Assessment in Earthquake Engineering, by E. L. Krinitzsky  AD 780 686  
Jun  1974  Report  3  Factors in the Specification of Ground Motions for Design Earthquakes in California, by R. B.  AD 781  490  
Hofmann  
Sep 1975  Report  4  Earthquake Intensity and the Selection of Ground Motions for Seismic Design, by E. L.  AD A015  550  
Krinitzsky and  F. K. Chang  
Mar  1976  Report 5  Plate Tectonics and  Earthquake Assessment, by  AD A023  967  
J. L.  vial per  
May  1977  Report 6  Faults and Slerrunons  Earthquake Magnitude, by D.  B.  AD  A040 870  
Dec 1977  Report 7  Specifying Peak Motions for Design Earthquakes, by E. L. Krinitzsky and F. K. Chang  AD  A048  309  
Dec 1977  Report 8  Duration, Spectral Content, and Predominant Period of Strong Motion Earthquake Records  AD A050 750  
from He stern  United  States, by F.  K. Chang  
and  E. L. Krinitzsky  
Report 9  Catalogue of Strong Motion  Earthquake  Records:  
Apr 1978  Volume  I  Western Chang  United  States, 1933-1971, by F.  K.  AD A055  971  
Jul  1978  Errata Sheet  No.  
Jul  1978  Report  10  Attenuation of High Frequency Seismic Waves in the Central Mississippi Valley, by o. w.  AD  A059  073  
Nuttli and  J.  J.  Dwyer  
Dec  1978  Report  11  Imagery in Earthquake Analysis, by Glass and D. B. Slerrunons  c. E.  AD  A065  739  
Mar  1979  Errata Sheet  No.  1  
Dec  1978  Report  12  Credible Earthquakes for the Central United States, by 0. W. Nuttli and R. B. Herrmann  AD  A064  832  
Jul  1979  Report  13  Probabilistic Seismic Hazard  Analvsis, by  AD  A075  400  
M.  K.  Yegian  
Aug  1979  Report  14  Representation of Earthquake Ground Motion: Scaled Accelerograms and Equivalent Response  AD  A075  401  
Spectra, by  E. H. Vanmarcke  
Nov  1979  Report  15  Tsunamis, Seiches,  and  Landslide-Induced Water  AD A079  917  
Waves, by  J. R.  Houston  
Nov  1979  Report  16  The Relation of Sustained Acceleration and Velocity  Maximum Ground to Earthquake In AD  A079  918  
tensity and  Magnitude, by  o. W.  Nuttli  
Jan  1982  Errata Sheet  No.1  

SOILS AND PAVEMENTS LABORATORY 
Number Date
---------------	Tit1~--------------------------------------------_---_-·-
MP S-73-1 
(Cont) Oct 1981 Report 17 	Interpretation of Strong Ground f1ot ion Records, by B. A. Bolt (includes Appendixes A-B) 
Jan 1982 Report 18 	Errors in Probabilistic Seismi~ Hazard Analysis, by Daniele Veneziano 
Jun 1982 Report 19 	The Evidence for Reservoir-Induced Macroearthquakes, by R. B. Meade 
Aug 1983 Report 20 	The Contribution of Directivity Focusing to Earthquake Intensities, by B. A. Bolt (includes Appendixes A-B) 
Aug 1986 Report 21 	Seismic Source Zones of the Eastern United States and Seismic Zoning of the Atlantic Seaboard and Appalachian Regions 
f·1P S-73-2 Feb 1973 	Condition Survev, Grav Army Airfield, Fort Lewis, Washington, by P. J. Vedros and R. D. Jackson 
MP S-73-3 Feb 1973 	Vibroseismic Survev, High Reynolds Number Tunnel Site, Arnold Engineering Development Center, Arnold Air Force Station, Tennessee, by J. Fowler 
MP S-73-4 Mar 1973 	Studv of Behavior of Bituminous-Stabilized Pavement Lavers, bv c. D. Burns, R. H. Ledbetter, and R. W. Grau 
MP S-73-5 Feb 1973 	Rapid Road Construction Using Membrane-Enveloped Soil Layers, by A. H. Joseph, R. D. Jackson, and s. L. Vlebster 
* MP S-73-6 Feb 1973 C-5A Aircraf~ Live Flight Support Test Operations, Harper Lake, California, bv R. W. Grau 
MP S-73-7 Mar 1973 Test Fills 	for Rock-Fill Dams, by D. P. Hammer and 
v. H. Torrey III 
MP S-73-8 Mar 1973 	Evaluation of Goodvear Medium-Duty Aluminum Honeycomb Landing Mat, bv G. L. Carr 
MP S-73-9 Mar 1973 	Evaluatior. of Dow Chemical Companv Extruded Alumi:-:um 
4-Piene 4-by 4-ft Landing Mat (MX18-E), by D. VI. 
White, Jr. 

MP S-73-10 Mar 1973 	Condition Sur.vey, Biggs Armv Airfield, Fort Bliss, 
Texas, bv P. J. Vedros and R. D. Jackson 

MP S-73-11 Mar 1973 	Evaluation of Kaiser MX19-B and MX19-C Aluminum Honeycomb Landing Mat, by G. L. Carr and D. A. Ellison 
MP S-73-12 Apr 1973 	Condition Survey, Ellsworth Air Force Base, South 
Dakota, by P. J. Vedros 

MP S-73-13 Apr 1973 	Condition Survey, Wurtsmith Air Force Base, Michigan, by P. J. Vedros and H. T. Thornton, Jr. 
MP S-73-14 Apr 1973 	Condition Survey, Altus Air Force Base, Oklahoma, by 
R. D. Jackson 
AD 
AD 
AD 
AD 

AD 
AD AD AD AD 
AD AD AD AD AD 
AD Number AD A108 615 
AD A110 619 ADA116449 
758 840 A032 885 A032 886 A032 887 
A132 
A172 
756 A035 
757 
907 A035 758 758 
758 
696 
473 
446 982 
397 
989L 
981 444 445 
446 
* Statement B. See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-73-15  Apr 1973  Condition Survey, K. I. Sawyer Air Force Base, Michigan, by H. T. Thornton, Jr., and S. J. Alford  AD  A032 912  
~1P S-73-16  Apr 1973  Condition Survey, Robert Gray Army Airfield, Texas, by P. J. Vedros and R. D. Jackson  Fort Hood,  AD  A032 888  
MP  S-73-17  Apr 1973  Influence of Suction L. D. Johnson  on  Heave of Expansive Soils, by  AD  759 903  
MP  S-73-18  Apr 1973  Condition Survey, P. J. Vedros  Beale Air Force Base, California, by  AD  A032 889  
~1P S-73-19  Apr 1973  Condition Survey, Castle Air Force Rase, California, by P. J. Vedros  AD  A032 890  
~~p S-73-20  Apr 1973  Rayleigh-Have Dispersion Technique for Rapid Subsurface Exploration, by F. K. Chang and R. F. Ballard, Jr.  AD  A035 980  
t1P  S-73-21  Apr 1973  Results of Two Free-Field Code Calculations Versus Field Measurements for the Distant Plain lA Event, by  AD  760 432  
B. R. Phillips and G. Y. Baladi  
f1P  S-73-22  Apr 1973  Condition Survey, Malmstrom Air Force Base, R. D. Jackson  r~ontana, by  AD  A032 892  
f1P  S-73-23  Apr 1973  Condition Survey, Minot Air Force Base, North Dakota, by P. J. Vedros  AD  A032 913  
~1P S-73-24  !1ay 1973  Tensile Testing of Soils M. M. Al-Hussaini and F.  -A Literature Review, by C. Townsend  AD  760 433  
MP  S-73-25  Compaction Characteristics of Earth-Rock Mixtures:  
r1ay 1973  Report 1  Vicksburg Silty Clay and DeGray Dam Clayey Sandy Gravel, by R. T. Oonaghe and F. C. Townsend  AD  A035 979  
Aug  1975  Report 2  Blended t·1aterial, by Townsend  R. T. Donaghe and  F.  C.  AD  A014 894  
MP  S-73-25  May 1973  Evaluation of Structural by R. W. Grau  Layers  in Flexible Pavement,  AD  762 131  
* MP  S-73-27  r~ay 1973  Design of Landing-Mat-Surfaced Airfields for Operation of C-5A Aircraft, by D. N. Brown and V. C. Barber  AD  911 509L  
MP  S-73-28  Properties of Expansive r.lay Soils:  
t-1ay 1973  Report 1  Jackson Field Test Section Study, by L. D. Johnson  AD  761 084  
Apr 1975  Report 2  A Numerical Procedure for Predicting Heave with Time, by L. D. Johnson and C. S. Desai  AD  A009 492  
* Statement B.  See Preface.  

SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-73-29  May 1973  Condition Survey, McConnell by R. D. Jackson  Air Force Base, Kansas,  AD  A032 915  
MP  S-73-30  May 1973  Condition Survey, Kincheloe Air Force Base, Michigan,by H. T. Thornton, Jr., and P. J. Vedros  AD  A032 916  
MP  S-73-31  May  1973  Condition Survey, Mather Air Force Base, California, by P. J. Vedros  AD  A032 917  
MP  S-73-32  May 1973  Investigation of the Static Uniaxial  Strain and Triaxial  AD  763 178  
Shear Response of Cellular Concrete, by J. Q.  Ehrgott  
MP  S-73-33  t1ay 1973  Condition Survey, Glasgow Air Force Base, Montana, byR. D. Jackson  AD  A032 918  
t4P  S-73-34  May  1973  Condition Survey, Pease Air Force Base, New by R. D. Jackson  Hampshire,  AD  A032 919  
MP  S-73-35  Jun 1973  Missile-Site Ground Cover, by J.  W. Carr  AD  762 136  
MP  S-73-36  Rapid Subsurface Exploration:  
May 1973  Report 1  Review of Selected Geophysical Techniques, byR. F. Ballard, Jr., and F. K. Chang  AD  A035 978  
MP  S-73-37  Jun 1973  Investigation of Gage-Placement Effects on Gage Embedded in Grout, by J. Q. Ehrgott  a Stress  AD  763 182  
MP  S-73-38  Jun 1973  Condition Survey, March Air Force Base, California, by R. D. Jackson  AD  A032 920  
MP  S-73-39  Jun 1973  Condition Survey, Carswell R. D. Jackson  Air Force Base, Texas, by  AD  A032 927  
MP  S-73-40  Jun 1973  Detection of Subsurface Cavities, by E.  R. Bates  AD  762 538  
MP  S-73-41  Jun 1973  Condition Survey, Westover Air Force Base, Massa AD  A032 928  
chusetts, by R. D. Jackson  
MP  S-73-42  Jun 1973  Condition Survey, Grand Forks Air Force Base, North Dakota, by P. J. Vedros and H. T. Thornton, Jr.  AD  A087 441  
MP  S-73-43  Jun 1973  Condition Survey, Dyess Air Force Base, Texas, byR. D. Jackson  AD  A087  439  
MP  S-73-44  Jun 1973  Condition Survey, R. D. Jackson  Forbes Air Force Base, Kansas, by  AD  A032 929  
MP  S-73-45  Jun 1973  Condition Survey, Whiteman Air Force Base, Missouri, by P. J. Vedros and S. J. Alford  AD  A032 930  
MP  S-73-46  Jun 1973  Condition Survey, Plattsburgh Air Force Base, by R. D. Jackson  New York,  AD  A032 931  

SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-73-47  Jun 1973  Condition Survey, Ft. Devens Army Airfield, Ft. Devens,Massachusetts, by R. D. Jackson and P. J. Vedros  AD  A032 932  
MP  S-73-48  Jun 1973  Uniaxial Strain Response of a Sawdust-Sand t4ixture, byB. F. Wright and J. Q. Ehrgott  AD  763 183  
MP  S-73-49  Jun 1973  Effect of Variation in Conventional Soil Properties on Dynamic Constrained t~odulus for Several Glacial Tills, byH. M. Taylor, Jr.  AD  765 434  
MP  S-73-50  Jun 1973  Condition Survey, Laguna Army Airfield, Yuma ProvingGround, Arizona, by P. J. Vedros, R. D. Jackson, and S. J. Alford  AD  A032 933  
MP  S-73-51  Jun 1973  Condition Survey, Loring Air Force Base, Maine, byR. D. Jackson  AD  A032 934  
~1P  S-73-52  Jun 1973  Condition Survey, Bangor International ~1a i ne, by R. D. Jackson  Airport, Bangor,  AD  A032  935  
MP  S-73-53  Jun 1973  Environmental Effects by 1~. F. ~1arcuson III  on  Microseismic Wave  Propagation,  AD  A031  329  
MP  S-73-54  Jun 1973  Condition Survey, Lockbourne Air Force Base, Ohio, byR. D. Jackson  AD  A032 936  
MP  S-73-55  Jun 1973  Condition Survey, Wright-Patterson Air Force Base, Ohio, by R. D. Jackson  AD  A032 937  
MP  S-73-56  Jul  1973  Lateral Distribution of Aircraft Traffic, by D. and 0. 0. Thompson  N. Brown  AD  765 435  
MP  S-73-57  Jun 1973  Radiographic, Petrographic, and SEt1  Evaluation of  AD  764 229  
Ballistically Loaded Clay, by D.  M. Patrick  
* MP  S-73-58  Jun 1973  Theoretical Study of Impact and Penetration of a Remotely Emplaced Antitank Mine Projectile Into Earth Materials. by B. Rohani  An  911 692L  
MP  S-73-59  Jun 1973  Constitutive Property Tests Effects, by J. Q. Ehrgott  on  Tuff to Determine Rate  AD  766 163  
MP  S-73-60  Jul  1973  Comparison of Undrained Shear Strength in Anisotropically and Isotropically Consolidated Clay, by R. T. Donaghe and C. L. McAnear  AD  771 145  
MP  S-73-61  Jun 1973  Surface Velocities and Temperature Changes for C-130, C-141, and C-5A Exhaust Blasts and C-5A Wing-TipVortex, by J. W. Carr  AD  764 228  
MP  S-73-62  Oct 1973  Preshot t1aterial Property Investigation for the r·1ixed Company Site: Summary of Subsurface Exploration and Laboratory Test Results, by J. Q. Ehrgott  AD  769 580  

* Statement B. See Preface. 
SOILS AND  PAVH~ENTS LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
~1P  S-73-63  Oct 1973  Flexible Pavement Analysis by the Three-Dimensional Finite Element Method, by J. B. Palmerton  AD  770 383  
MP  S-73-65  Nov  1973  Development of f1inimum Pipe-Cover Requirements for C-5A and Other Aircraft Loadings, by C. C. Calhoun, Jr.,  AD  771 174  
and H.  H. Ulery, Jr.  
HP  S-73-66  Jul  1973  The Behavior of Flexible Airfield Pavements Under  AD  766 480  
Loads --Theory and Experiments, by Y. R. H. Ledbetter  T. Chou  and  
MP  S-73-67  Dec 1973  Engineer Design Tests of Modified Dust-Control Materials and Prototype Equipment, by M. M. Culpepper and R. Osmond  AD  772 961  
MP  S-73-68  Dec 1973  Effect of Loading Rate on the Stress-Strain Characteristics of a Clay Shale in Unconsolidated-Undrained Triaxial Compression, by R. A. Knott  AD  771 926  
MP  S-73-69  Oct 1973  An Investigation of the Structural Properties of Stabilized Layers in Flexible Pavement Systems, byW. R. Barker, W. N. Brabston, and F. C. Townsend  AD  769 292  
MP  S-73-70  Dec  1973  Investigation of Dust-Control Materials, by C. Styron III and R. C. Eaves  R.  AD  774 834  
MP  S-74-1  Jan 1974  Material Properties for Postshot Mixed CompanyAnalyses: Recommendations Based on Recent Laboratory and In Situ Test Data, by J. Q. Ehrgott and J. G. Jackson, Jr.  AD  774 801  
~1P  S-74-3  Feb 1974  Small  Aperture Testing for Airfield Pavement Evalua AD  775 406  
tion, by J. W.  Hall, Jr., and D.  R. Elsea  
MP  S-74-4  Feb 1974  Use of Concentration Index for Pavement Design, by R. G. Ahlvin, Y. T. Chou, and H. H. Ulery, Jr.  AD  A035 976  
MP  S-74-5  Apr 1974  Cyclic Triaxial Compression Tests, Center Hill Dam, Dekalb County, Tennessee, by W. F. t~arcuson III and S. A. Collins  AD  778 714  
rw  s-74-6  Mar 1974  Evaluation of Dow  Chemical  Production Extruded Truss AD  A032 884  
Web Landing Mat, by D.  W. White, Jr.  
MP  S-74-7  ~1ar 1974  Geology and Material Property Comparisons MIOnLE GUST Test Sites, by J. E. Windham, and J. S. Zelasko  for the R. A. Knott,  AD  778 163  
MP  S-74-8  May 1974  Postshot In Situ ~1aterial Property Tests at the Mixed Company Site, Colorado, by J. B. Palmerton and J. B. Harriner  AD  779 424  
MP  S-74-9  Apr 1974  Cyclic Triaxial Compression Tests, Watts Bar Nuclear Power Plant Site, Southeast Tennessee, by P. A. Gilbert and S. A. Collins  AD  778 713  

SOILS AND  PAVEt1ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
~1P  S-74-10  Jun 1974  Investigation of Tensile Testing of Compacted Soils, by M. t1. Al-Hussaini and F. C. Townsend  AD  781 481  
~1P  S-74-11  Apr 1974  Evaluation of the O'Neil Shear-0-Meter for Performing Constant-Volume Direct Shear Tests, by P. A. Gilbert  AD  778 715  
MP  S-74-12  May 1974  Engineer Design Test of Modified XM19 Landing Mat, by G. L. Carr  Special Surfacing  AD  781 480  
MP  S-74-13  May 1974  Construction of MESL Demonstration Road Texas, May 1972, by S. L. Webster  at Fort Hood,  AD  780 756  
MP  S-74-14  May  1974  Evaluation of XM18Q Extruded Aluminum Landing Mat, by C. J. Smith and D. W. White, Jr.  AD  A032 938  
MP  S-74-15  May  1974  Lectures and Discussions by Prof. N. N. Ambraseys on Engineering Seismology and Earthquake Engineering, U. Army Engineer \~aterways Experiment Station, April-May 1973, by S. J. Johnson and L. U. Heller  S.  AD  A032 942  
MP  S-74-16  t1ay 1974  Field Tests of the Cucaracha Formation, Panama Canal, 1942-1946, by C. K. Smith and R. J. Lutton  AD  A032 943  
t4P  S-74-17  Jun 1974  Helicopter Downwash Data, by G. Knight, Jr.  W. Leese and J.  T.  AD  780 754  
MP  S-74-18  Jun 1974  A Simple Elastic Constitutive Equation for Granular Material, by M. M. Al-Hussaini  AD  781 487  
MP  S-74-19  Jun 1974  Psychrometric t1easurement of Total Suction in axial Compression Test, by L. D. Johnson  a Tri AD  781 488  
t1P  S-74-20  Jun 1974  Correlation of Engineering Properties of Cohesive Soils Bordering the Mississippi River from Donaldsonville to Head of Passes, La., by R. L. Montgomery  AD  A035  019  
~1P  S-74-21  Jun 1974  Residual Strength Test, Paraitinga and Paraibuna Dams, Brazil, by F. c. Townsend and P. A. Gilbert  AD  A032  891  
MP  S-74-22  t1ay 1974  Continuously Reinforced Concrete Airfield Pavement, by H. J. Treybig, B. F. t1cCullough, and W. R. Hudson:  
Volume  Tests on Existing Pavements and Synthesisof Design Methods  AD  780 511  
Volume  I I  Design Manual for Continuously Reinforced Concrete Overlay Pavements  AD  779 953  
Volume  III  Design t1anual for Continuously Reinforced Concrete Pavements  AD  780 953  
Volume  IV  Guide Specification  AD  780 513  

S-46  
SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-74-23  Sep 1974  Soil Stabilization for Roads and Airfields in the Theater of Operations, by W. N. Brabston and G. M Hammitt II  AD  787 257  
MP  S-74-24  Sep 1974  Analysis of Data from Instrumentation Program,Lock, by A. L. Sullivan, Jr.  Columbia  AD  A027  058  
MP  S-74-25  Nov  1974  Investigation of Tar-Rubber Pavement Overlays, by P. Vedros, Jr., and R. D. Jackson  J.  AD  A032 944  
t~P S-74-26  Nov  1974  One-Dimensional Wave-Propagation Analysis, Patoka Dam,Indiana, by W. F. Marcuson III  AD  A003  167  
MP  S-74-27  Nov  1974  Condition Survey, Felker Army Airfield, Virginia, by R. D. Jackson  Fort Eustis,  AD  A003  168  
MP  S-74-28  Dec  1974  Use of Loess Soil Lutton  for !1odeling Rock Mechanics, by R.  J.  AD  A003 813  
MP  S-74-29  Dec  1974  Cyclic Triaxial Compression Tests, Newburgh Lock and Dam, Ohio River, Indiana and Kentucky, by W. F. Marcuson III and P. A. Gilbert  AD  A003  169  
MP  S-74-30  Dec 1974  Concrete Strength Relationships, by G.  M. Hammitt  II  AD  A003  170  
* t1P  S-74-31  Dec  1974  Penetration Performance of a Remotely Emplaced Antitank Mine Projectile at Jefferson Proving Ground: Analyses Based on Both Field Test Results and Theoretical Calculations, by D. C. Creighton  AD  B001  095L  
t~P  S-75-1  Jan 1975  Review of Construction Equipment and Methods ments, by C. L. Rone  for Pave- AD  A005 007  
MP  S-75-2  Feb 1975  Evaluation of Resonant Column Dynamic Testing Devices,by G. R. Skoglund, W. F. Marcuson III, and R. W. Cunny  AD  A005  554  
MP  S-75-3  Feb 1975  Analysis and Design Relating to Embankments; the-Art Review, by S. J. Johnson  A State-of- AD  A005  555  
r~P s-75-4  Feb 1975  In Situ Seismic Investigation, Fort Peck Dam, Montana, by J. R. Curro, Jr., J. E. Horn, and R. F. Ballard, Jr.  AD  A006  510  
* MP  S-75-5  t1ar 1975  User's Manual, by C. S. Desai  Finite Element Codes  for General  Seepage,  AD  B003 154L  
MP  S-75-6  Jun 1975  Geophysical Investigation, Prado Dam and Mentone Damsite, California, by J. R. Curro, Jr., G. R. Skoglund, and R. F. Ballard, Jr.  AD  AOll  268  
MP  S-75-7  Apr 1975  Evaluation and Analyses of Some Finite Element and Finite Difference Procedures for Time-Dependent Problems,by C. S. Desai, J. T. Oden, and L. D. Johnson  AD  A009  739  
* Statement B.  See Preface.  

SOILS AND  PAVEMENTS LABORATORY  
Hiscellaneous Papers  
Number  Date  Title"------ AD  Number  
MP  S-75-8  Mar  1975  Evaluation of Vertical Sand  Drains for St. Charles Parish  AD A009 310  
Lakefront Levee,  Lake  Pontchartrain,  New Orleans,  La~, by  
c.  L. McAnear  
MP  S-75-9  Apr  1975  Engineer Design Test of Dow's 4-by 4-l/2-ft Truss Web  AD  A009 738  
Heavy-Duty Landing Mat, by  c.  J-Smith  
MP  S-75-10  Apr 1975  Seismic Field Methods for  In Situ Moduli, by R.  F.  AD  A009 488  
Ballard,  Jr., and  F~  G. McLean  
MP  S-75-11  May 1975  Scanning Electron Microscope Evaluation of Fabric in  AD  AOlO  325  
Impact-Compacted Kaolinite, by D.  M. Patrick  
MP  S-75-12  Feb 1975  Porous Friction Surface Course, by T.  D. White  AD  A009 012  
MP S-75-13  May  1975  Engineer Design Tests of Dow Truss Web  Landing  Mats with  AD  A012 068  
Waterproofable Connectors and  Seals, by G.  L. Carr  
MP S-75-14  Jun 1975  Landing  Mat  Over  Membrane-Enveloped  Soil  Layers, by  C~  D.  AD A012  142  
Burns and  G.  L.  Regan  
MP  S-75-15  Jun 1975  Evaluation of Empirical  and  Analytical  Procedures Used  AD  A012  143  
for  Predicting the Rigid Body Motion of an  Earth  
Penetrator, by  P~  F~  Hadala  
MP  S-75-16  Jun  1975  Ml9  Landing Mat  Uplift,  bv G. w.  Leese  AD  AOl2  652  
MP S-75-17  Jun 1975  Improvement of Core  Drill  Methods, by  J~  L. Gatz  AD  A012  141  
HP S-75-18  Jun  1975  Airfield  Pavement Construction-Slipform Paving Method,  AD  A012  769  
by Frazier Parker,  Jr.  
MP  S-75-19  Jun 1975  Materials Evaluation for Aircraft Blast and  Helicopter  AD  A121  761  
Downwash  Protection, by  G~ w.  Leese and  J. w.  Carr  
MP  S-75-20  Jun 1975  Development of  a  1.22-m-Diam Dynamic  Air  Overpressure  AD  A013  391  
Soil  Test  Facilitv, bv  S~  S~  Cooper and  R~  c. Sloan  
Unnumbered  Jun  1975  A Review of Engineering Experiences with Expansive Soils  AD  A020 309  
in Highwav Subgrades, bv  D~  R~  Snethen,  F. C~  Townsend,  
L~  D., Johnson,  D~  M~  Patrick, and  P~  J., Vedros  
MP S-75-21  Jul  1975  Jet  Blast Tests  on  Fiberglass-Reinforced DCA-1295,  by  AD  A013 515  
C~  R. Styron  III  
MP  S-75-22  Aug  1975  Geologic  Control  0f Sand  Boils Along Mississippi  River  AD  A014  274  
Levees,  bv  c.  R. Kolb  
MP  S-75-23  Evaluation of a  Nu~lear Asphalt Content Gage, by G.  L~  AD  A016  854  
Regan  
MP  S-75-24  Sep 1975  Identifving Flow Patterns, Sedimentation Con<:>entrations,  
and  Seepage from  Remote  Imagerv, by  H~ K~ Woods,  J~  R.  
May,  J. D~  Brought,Jn, and J.,  H..  Shamburger  

S-48 
Number Date MP S-75-25 Sep 1975 MP S-75-26 Sep 1975 MP S-75-27 Oct 1975 Unnumbered Feb 1976 
Jun 1976 
Sep 1976 
MP S-76-l Mar 1976 
MP S-76-2 Apr 1976 
* ~1P S-76-3 Apr 1976 
MP S-76-4 Apr 1976 tW S-76-5 Apr 1976 
MP S-76-6 Apr 1976 
Unnumbered Mav 1976 
MP S-76-7 MC!V 1976 
M------------... -----·-·-·---------
* State~!nt B. Sec Preface. 
SOILS AND PAVEMENTS LABORATORY 
Title
----·----------
Analysis of Projectile Penetration Into Concrete and 
Rock Targets, by Behzad Rohani 

Design and Potentials of the Californium-252 Radiation 
Facility at WES, by J~ T. Lewis and E. L. Krinitzsky 

Development of a High-Veloeity Powder Gun and Analysis of Fragment Penetration Tests Into Sand, by D. K. Butler 
MX Valley Studies Program: 
Subsurface Boring Logs and Soil Sample Classifications 
for Three Selected Areas ~Jithin the vlhite Sands Missile 
Range, by A. E~ Jackson, Jr. 

Subsurface Boring Logs and ~;oil Sample Classifications 
for Four WSMR and Five LBGR Locations, by A. E. 
Jackson, Jr. 

Laboratory Test Results for Materials Obtained from 
Three Selected Areas Within White Sands Missile 
Range, by A. E. Jackson, Jr. 
An Empirical Interpretation of the Effects of Topographv on Ground Motion of the San Fernando, California, Earthquake, 9 February 1971, bv F. K. Chang 
Tables for Determining Isotl'Opic and Anistropic Shear 
Strengths from Consolidated, Undrained Triaxial Com
pression Tests, by s. J. Johnson and Yu-Shih Jeng 

Modification and Evaluation of HONDO: A Dvnamic, Axi
symmetric, Finite Element Code, by J. o. Curtis (in
cludes Appendixes A-C) 

Case Histories of Liquefaction Failures, bv P. A. Gilbert 
Effects of Specimen .Reconstitution on Cyclic Triaxial 
Resultq, by W. F. MarcuRon JII and F. C. Townsend 

The Effects of Cyclic Triaxial Testing Techniques on the Liquefaction Behavior of Mor:terey No. 0 Sand, bv J. P. Mulilis, R. C. Horz, Jr., and F. c. Townsend 
Svmposium on Nondestructive Test and Evaluation of Air
port Pavement, 18-20 Novemher 1975, Vicksburg, 
Mississippi (also available from USAE\~ES at $30.00 per 
copv) 

Shear Strength Properties for the Antelope Lake Target, 
Tonopah Test Range, Nevada, bv R. W. Peterson and 

P. F. Hadala 
AD Number AD A016 909 AD A016 787 AD A017 056 
AD A024 056 
AD A024 025 
AD BOlO 466L 
AD A025 378 AD A024 917 
AD A026 454 
AD A025 442 
AD A025 332 


SOILS AND  PAVEMENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-76-8  Apr 1976  Investigation of the Liquefaction Potential at the \L G. Huxtable Pumping Plant Site, by W. F. Marcuson III (includes Appendixes A-C)  AD  A025 497  
MP  S-76-9  Jun 1976  Centrifuge Model Testing of Soils: by ~1. M. Al-Hussaini  A Literature Review,  AD  A027 432  
MP  S-76-10  Jun 1976  Vibratory Compaction of Bituminous Concrete Pavements, by c. D. Burns  AD  A026 843  
* MP  S-76-11  Jun 1976  Prediction of the Shear Strength and Compaction Characteristics of Compacted Fine-Grained Cohesive Soils, by Yu-Shih Jeng and W. E. Strohm, Jr. (includes Appendixes A-E)  AO  B012 226L  
* MP  S-76-12  Jun 1976  Evaluation of Some Inclinometers, Related Instruments, and Data Reduction Techniques, by R. E. Leach (includes Appendix A)  AD  B012  490L  
* Unnumbered  Jun 1976  r~aterial Property Investigation for Pre-DICE THRmJ I and II: Results from the Subsurface Exploration Programs, by A. E. Jackson, Jr., R. F. Ballard, Jr., and  AD  B012 880L  
J. R. Curro, Jr.  
MP  S-76-13  Apr 1976  Field Performance of Porous by T. D. White  Friction Surface Course,  AD  A025 245  
r~P  s-76-14  Aug  1976  Investigation of Fabrics and Bituminous Surfaces for Use in MESL Construction, by S. L. Webster and R. A. Andress  AD  A030  540  
r~P  s-76-15  Aug  1976  Consolidated-Undrained Triaxial Creep Tests of St. Charles Parish Lakefront Foundation Clays, by L. D. Johnson (includes Appendixes A-B)  AD  A028 590  
MP  S-76-16  Aug  1976  Compaction Study  of  Zero-Slump Concrete,  by  C.  D.  Burns  AD  A030  906  
Unnumbered  Aug  1976  Notes on Earthquake Shaking in Soils, Guatemala Earthquake of 4 February 1976, by E. L. Krinitzsky and S. B. Bonis; Appendix A: Analysis of Sands, by D. M. Patrick  AD  A028 585  
MP  S-76-17  Sep 1976  Effects of Depth of Burst and Geology on Calculated SBM Peak Stress Environments, by G. Y. Baladi, J. s. Zelasko, H. E. George, and R. E. Hahl  AD  A030 238  
MP  S-76-18  Sep 1976  Use of Californium-252 in Laboratory Testing for t·1oisture and Density of Soils, by J. T. Lewis  AD  A033 042  
MP  S-76-19  Sep 1976  Recommended Design for Rigid-Flexible Airfield Pavement Junctures, by E. C. Odom  AD  A031  351  
* MP  S-76-20  Oct 1976  Evaluation of Salviacim Pavement, by C. cludes Appendix A)  L. Rone  (in AD  B015 023L  
* Statement B.  See Preface.  

S-50  
Number  Date  
MP  S-76-21  Oct 1976  
MP  S-76-22  Nov  1976  
MP  S-76-23  Nov 1976  
* Unnumbered  Nov  1976  
MP  S-76-24  Dec 1976  
MP  S-76-25  Dec 1976  
MP  S-76-26  Dec 1976  
MP  S-77-1  Jan 1977  
MP  S-77-2  Jan 1977  
MP S-77-3  Jan 1977  
* MP  S-77-4  Jan 1977  
t1ar 1977  
MP  S-77-5  Feb 1977  
t4P  S-77-6  Mar 1977  
MP  S-77-7  Apr 1977  
* Statement B.  See Preface.  

SOILS AND PAVEMENTS LABORATORY 
Miscellaneous Papers 
Title 
Finite Element Method for Analysis and Design of Piles, by C. S. Desai (includes Appendix A) 
Airfield Pavement Evaluation, Butts Army Airfield, Fort Carson, Colorado, by P. J. Vedros 
Skid Tests on XM18, XM19, and T11 Landing Mats Placed in Contact with Soil and Placed on Membrane on Soil, by G. L. Carr 
r1aterial Property Investigation for Pre-DICE THROW I and II: Results from the Laboratory Testing Programs,by A. E. Jackson, Jr., and R. W. Peterson 
Usage of Landing Mat as Overlay on Asphalt Runway DuringMilitary Field Exercises, by H. L. Green (includes Appendixes A-D) 
One-Dimensional Wave-Propagation Analysis, NewburghLocks and Dam, Ohio River, Indiana and Kentucky, by
W. F. Marcuson III 
A Preliminary Study of Natural Construction Materials on St. Croix, tl. S. Virgin Islands, by D. t1. Patrick, 
D. M. Hyman, J. H. Shamburger, A. D. Buck, and 1~. B. Hall (includes Appendixes A-C) 
Summary of Buckling and Tension Tests of Landing r~ats as Related to C-5A Aircraft Bow \~ave Problems, by
H. L. Green and C. J. Smith (includes Appendixes A-B) 
Earthquake Investigations at the Dickey-Lincoln School Oamsites, Maine, by E. L. Krinitzsky and 0. ~1. Patrick 
Reservoirs and Induced Seismicity at Corps of Engineers Projects, by S. ,J. Johnson, E. L. Krinitzsky, and N. A. Dixon 
Evaluation of Mechanical and Manual Compactors in Standard Effort Compaction Tests, by G. N. Durham and 
G. P. Hale (includes Appendixes A-B) 
Errata Sheet No. 1 
Effects of the New t1ad rid Earthquake Series in the Mississippi Alluvial Valley, by R. T. Saucier 
Hydraulic Fracturing of Soils; A Literature Review, by
R. E. Leach 
Torque Transmission Through Rock Bolts, by G. H. Bragg, Jr. 
AD Number 
AD A033 702 AD A033 994 AD B015 694L AD A033 914 AD A035 326 
AD A037 000 
AD A037 068 AD A036 309 AD B016 729L 
AD A036 471 AD A038 443 AD A039 838 
SOILS AND  PAVEr1ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-77-8  May 1977  Definition of "Active Fault," by D. Roy McKinney  B. Slemmons and  AD  A040 295  
MP  S-77-9  May 1977  Preliminary Investigation of General-Purpose ~1at/Panel Materials, by H. L. Green, D. W. White, Jr., and G. L. Carr  AD  A047  241  
MP  S-77-10  Jul  1977  A Probabilistic Analysis of Embankment StabilityProblems, hy L.,w. Gilbert  AD  A043  579  
Unnumbered  Jul  1977  Trip Report: Study Tour, England, France, Russia, and Japan, Centrifuge Installations and Modeling Techniques in Structure Foundation Design, 13 June -13 July 1977  AD  A045  764  
MP  S-77-11  Aug 1977  Material  Response Characterization, by J. G.  Jackson, Jr.  AD  A044 045  
MP  S-77-12  Aug  1977  Earthquake Generated SH Waves in the Near Field and NearRegional Field, by R. B. Herrmann  AD  A045 668  
* MP  S-77-13  Sep 1977  Swell Behavior of NAF-II Sigonella Foundation Soil, byL. D. Johnson (includes Appendixes A-F)  AD  B021  492L  
MP  S-77-14  Sep 1977  The Influence of Polymers on the Engineering Properties of Cement-Stabilized Soil, by J. C. Oldham (includes Appendix A)  AD  A044 514  
MP  S-77-15  Sep 1977  Materials Evaluated as Potential Soil Stabilizers, by J. C. Oldham, R. C. Eaves, and D. W. White, Jr. (includes Appendix A)  AD  A045 470  
Unnumbered  Oct 1977  Symposium July 1977  on  Detection of Subsurface Cavities, 12-15  AD  A046 823  
MP  S-77-16  Nov  1977  Empirical Analysis of Projectile Penetration in Rock, by R. s. Bernard (includes Appendix A)  AD  A047 989  
MP  S-77-17  Assessment of Terrain Input Data Construction Effort Model:  to  Engineer Horizontal  
Sep 1977  Volume  I  Main Text, by J.  H. Shamburger  AD  A046 396  
MP  S-77-18  Sep 1977  Use of Borehole Geophysical Methods in Dete~ining In Situ Bulk Densities and \~ater Contents in Un AD  A046  114  
consolidated Materials, by R. W. Hunt  
MP  S-77-19  Sep 1977  Mechanical Constitutive t1odels for Engineering Materials, by Behzad Rohani (includes Appendix A)  AD  A048 071  
* MP  S-77-20  Nov  1977  Title I Design Foundation Investigation for Static Loading, Gaseous Diffusion Add-On Plant, Portsmouth, Ohio, by H. M. Taylor, Jr., R. D. Bennett, R. C. Harz, R. W. Hunt, R. J. Lutton, and G. B. Mitchell  AD  8023 170L  

* Statement B. See Preface. 
SOILS AND  PAVH1ENTS LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  S-77-21  Nov  1977  Contribution to the Engineering Soil Classification of Cohesionless Soils, by M. M. Al-Hussaini (includesAppendix A)  AD  A048 658  
MP  S-77-22  Nov  1977  In Situ Stress ~1easurements, Park River Project, Hartford, Connecticut, by ~1ysore Nataraja  AD  A048 049  
MP  S-77-23  Nov  1977  Numerical Analyses of Penetration Dynamics in Supportof Investigations of Scaling Relatings for Earth Penetrators, by M. H. Wagner and C. C. Fulton  AD  A048 644  
MP  S-77-24  Dec 1977  Subsurface Exploration in Alluvial Terrain by Surface Geophysical Methods, by lJ. L. r1urphy  AD  A049 125  
MP  S-77-25  Dec 1977  Dynamic Techniques for Detecting and Tracing Tunnel Complexes, by .R. F. Ballard, Jr.  AD  A048 415  
MP  S-77-26  Dec 1977  Observations of Portland Cement Concrete and Porous  AD  A052 282  
Friction Course Pavement Construction, by Frazier Parker, Jr., R. C. Gunkel, and T. D. White  
MP  S-78-1  Jan 1978  Geophysical Survey of Cavernous Areas, Patoka Dam, Indiana, by S. S. Cooper and \1. A. Bieganousky  AD  A053 174  
MP  S-78-2  Feb 1978  Rank Distress of Low Water Weirs by S. P. ~4iller  on  Big Creek, La.,  AD  A052 558  
MP  S-78-3  Mar 1978  A Review of the Physical and Engineering Propertiesof Raw and Retorted Oil Shales from the Green River  AD  A053 999  
Formation, by D. R. Snethen, W. J. Farrell, and F. C. Townsend (includes Appendix A)  
MP  S-78-4  Apr 1978  Seismic Attenuation Tests at the Portsmouth~ Ohio Gaseous Diffusion Add-On Site, by J. R. Curro, Jr., P. F. Hadala, and G. B. Landers  AD  A054 350  
MP  S-78-5  Reports 1-17 publishedReports  as  Potamology Investigation  
Apr 1978  Report 18  Verification of Empirical ~1ethod for Determining Riverbank Stability, Report 12-23 -1972 and 1973 Data, by A. R. Gann (includesAppendh A)  AD  A056  580  
Feb 1981  Report 19  Verification of Empirical Method for Determining Riverbank Stability, Report12-24 -1974 Through 1977 Oata, by A.· R. Gann (includes Appendix A)  AD  A097  710  
MP  S-78-6  Jul  1978  Resonant Column Test, by V.  P. Ornevich  AD  A058 902  
MP  S-7P.-7  Jul  1978  Nondestructive Evaluation Procedure for ~1ilitary  AD  A058 736  
Airfields, by J.  H. Hall, Jr.  (includes Appendixes A-C)  

SOILS AND  PAVB1ENTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  S-78-8  Jul  1978  CROSSHOLE: An Interpretive Computer Code for Crosshole Seismic Test Results, Documentation, and Examples, by D. K. Butler, G. R. Skoglund, and G. B. Landers (includes Appendixes A-B)  AD  B030 453L  
MP  S-78-9  Aug  1978  Optimum Station Distribution and Determination of Hypocenters for Small Seismographic Networks, by B. A. Bolt, Paul Okubo, and R. A. Uhrhammer (includes Appendix A)  AD  A058 662  
~1P  S-78-10  Aug  1978  Feasibility Study for Railroad Embankment Evaluation with Radar Measurements, by J. R. Lundien  AD  A058 387  
MP  S-78-11  Aug  1978  Instrumentation Observations from the U-Frame Lock of the Arkansas River Lock and Dam 5, by R. E. Leach  AD  A061  073  
MP  S-78-12  Aug  1978  In Situ and Laboratory Determinations of Shear and Young's Moduli for the Portsmouth, Ohio, Gaseous Diffusion Add-On Site, by J. R. Curro, Jr., and W. f1arcuson III (includes Appendixes A-B)  F.  AD  A059 988  
* t~P  S-78-13  Aug  1978  EQS User's Manual: A Computer Program for the Static and Dynamic Analysis of Earth Slopes by the Sarma Method, by M. E. Hynes (includes Appendixes A-D)  AD  B031  531L  
t~P  S-78-1.4  Aug  1978  An Elastic-Plastic Constitutive Relation for Transverse-Isotropic Three-Phase Earth r~aterials, by G. Y. Baladi (includes Appendixes A-D)  AD  A059 683  
MP  S-78-15  Sep 1978  Summary of Numerical Analyses of the Effect of W/A in Earth Penetration, by ~1. H. \~agner and C. C.  AD  A060 424  
Fulton  
MP  S-78-16  Nov  1978  In Situ Seismic Investigation, Isabella Project, California, by G. B. Landers and J. R. Curro. Jr.  AD  A063  168  
Dec  1978  Errata Sheet No.  1  
MP  S-78-17  Dec  1978  True Load-Deformation Relationships for Coated and llncoated Fabrics, by T. W. Vollor  AD  A065  488  

* Statement R. See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Research Reports  
Number  Date  Title  AD  Number  
RR  S-69-1  Aug  1969  Fractures and Failure Mechanics in Loess and Applications to Rock r~echanics, by R. J. Lutton  AD  695 616  
RR  S-72-1  Dec 1972  Three-Dimensional Behavior of a Central J. B. Palmerton and G. Lefebvre  Core Dam,  by  AD  756 443  
RR  S-76-1  Oct 1976  Laboratory Investigation of Undisturbed Sampling of Cohesionless Material Below the Water Table, byS. s. Cooper  AD  A032  350  
RR  S-76-2  Liquefaction Potential  of Dams  and Foundations:  
Oct 1976  Report 1  Laboratory Standard Penetration Tests Bedford Model and Ottawa Sands, hy W. Bieganousky and W. F. r~arcuson III  on A.  Reid  AD  A033  337  
Feb 1977  Report 2  Laboratory Standard Penetration Tests on Platte River Sand and Standard Concrete Sand,  AD  A039 828  
by H.  A. Bieganousky and W.  F. Marcuson  III  
Feb 1977  Report 3  Development of an Elastic-Plastic Constitutive Relationship for Saturated Sand, by G. Y. Baladi and Behzad Rohani  AD  A037 192  
Aug  1977  Report 4  Determination of In Situ Density of Sands, byW. F. Marcuson III  AD  A044  262  
Aug  1978  Report 5  Development of a Constitutive Relation for Simulating the Response of Saturated Cohesionless Soil, by G. Y. Baladi and Behzad Rohani (includes Appendixes A-B)  AD  A061  039  
r~ar 1979  Report 6  Laboratory Strength of Sands Under Static and Cyclic Loadings, by F. C. Townsend and J. P. Mulilis (includes Appendixes A-C)  AD  A070  362  
Nov  1980  Report 7  Geotechnical Earthquake Engineering, State of the Art-1980, by H. F. Marcuson III, A. G. Franklin, and P. F. Hadala  AD  A093  247  

Number 
TM 8-1 
n~ 8-2 
TM 8-4 
TM 17-1 TM 17-2 Tr1 39-1 TM 41-1 TM 48-1 
TM 52-1 
TM 53-1 
TM 62-1 TM 62-2 TM 65-1 
TM 70-1 
TM 73-1 n1 77-1 Tr1 80-1 
Date Jun 1931 Nov 1931 
Jul 1933 Mar 1933 Apr 1933 Dec 1933 Feb 1934 Jun 1934 
Jun 1934 
Jul 1934 
1934 Jan 1935 Nov 1934 
Jan 1935 
Mar 1935 May 1935 Jun 1935 
SOILS AND PAVEMENTS LABORATORY 
Technical Memoranda 
Title 
Experiment to Determine the Comparative Stability of a 
Sluiced Levee and a Dry Fill Levee 
Experiment to Determine Effect of Impervious Walls in 
Levees 
Shear Tests of Buckshot from Borrow Pits of the Wilman 
New· Levee 
Analyses, Bed Load Samples from Cottonwood Bar 
Tractive Force Data on Samples from Cottonwood Bar, 
About F~il e 555 
Identification and Oetemination of the Source of Soil 
in the Montgomery Cut-Off Near the Mouth of White River 
Investigation of Soil Samples Nos. 1 and 2 from Fort 
Peck Dam Site 
Sediment Investigation in the Atchafalaya Basin 
·Investigation of the Levee and Borrow-Pit ~1aterial in 
the Vicinity Immediately East of the Big Lake Reser
vation in Arkansas 
Tests to Determine Some of the Physical Properties and 
Condition of Soil in Fitler New Levee Unit and Beulah
Lake Vermillion Levee Unit 
Comparison of Bed Materials from Mississippi River with 
Those of Certain Tributaries 
Petrographic Character of Bed ~1aterial s from the 
Mississippi River, Cairo to the Gulf 
Investigation of the Soil Available for the Construction of a Levee in Mauvais Terre Levee and Drainage District, Scott County, Illinois 
Report on the Design of the Supplementary Dam and the 
Sub-soil Exploration in the Vicinity of the Proposed
Dam Site at the Waterways Experiment Station 

Soils Tests of Material from Site of Proposed West 
Monroe Levee Wall 
Report on the Distribution of Grain Sizes in Samples of Soil from Alton, Illinois 
Report on the Foundations and Recommended Design of a 
Levee in the Clear Creek Drainage and Levee District, 
Union County, Illinois 

AD Number 
Number TM 80-2 
TM 90-1 
Tt1 94-1 
TM 94-2 
Tt-1 97-1 
TM 101-1 
Tt1 101-2 TM 108-1 TM 113-1 Tt1 113-2 Unnumbered 
TM 116-1 
TM 117-2 TM 118-1 m 124-1 TM 131-1 Tt~ 135-1 
Date Aug 1937 
Jan 1936 
Apr 1937 
Apr 1938 Jun 1936 Aug 1936 
Jul 1937 Aug 1936 Oct 1936 Nov 1936 Nov 1936 
Mar 1937 
Oct 1937 Feb 1937 May 1937 Dec 1938 Oct 1938 
SOILS AND PAVEMENTS LABORATORY 
Technical Memoranda 
Title 
Report on the Redesign of a Levee in the Clear Creek Drainage and Levee District, Union County, Illinois 
An Investigation of a Soil to Determine the Stable Slope for a Graded Embankment Formed by It at the Site of the ll. S. Marine Hospital, t1emphis, Tennessee 
Preliminary Report of Investigation of Lateral Pressure Exerted by Mining Debris Against Dams in Central California 
Final Report on Laboratory Studies of Lateral Pressures Exerted Against Dams by Submerged Debris 
Report on Tests of Soil and Rock for the Conchas Dam Project 
Report of Experiments and Investigations to Determine the Efficacy of Sub-levees and Berms in the Control of Seepage 
Report of Additional Investigations to Determine the Efficacy of Sub-levees in the Control of Seepage 
Report on Investigation of Condition of and Materials in the Murray Dam, Near Ardmore, Oklahoma 
Report on Tests of Foundation t1aterials, Possum KingdomDam 
Report on Tests of Proposed Core t•1atet'ial s for the Possum Kingdom Dam Project 
Laboratory Procedure in Testing Soils and Sediment 
Studies in Connection with Stability of the Hydraulic Fill at Verba Buena Islahd, San Francisco Bay,California 
Preliminary Report on Foundation Investigation, Proposed Additional Lock at Hastings, Minnesota 
Report on Soil Tests and Design of Dike, Lake Traverse Project 
Analyses of Samples from Route of Proposed Ship Channel, Lake Charles, Louisiana 
Foundation Investigation; Lock Site No. 2, ProposedPearl River Improvement 
Experiments to Detemine· the Efficacy of Bentonite in Reducing Seepage Through and Under Levees 
AD Number 
Number TM 138-1 
TM 140-1 
TM 142-1 TM 145-1 
TM 149-1 TM 150-1 TM 150-2 TM 151-1 Tt4 154-1 TM 155-1 Tr1 156-1 TM 156-2 
Tt1 163-1 
Tl4 164-1 TM 172-1 TM 175-1 m 176-1 Tl1 179-1 
Date Aug 1938 
Jul 1938 
Dec 1938 Aug 1938 
Feb 1939 Dec 1938 Mar 1939 Feb 1939 Jun 1939 Jun 1939 Aug 1939 Feb 1940 
Dec 1939 
Dec 1939 Jan 1941 Mar 1941 Mar 1941 Jul 1941 
SOILS AND PAVEI4ENTS LABORATORY 
Technical Memoranda 
Title 
Report of Soils Tests of Foundation Material for Dam on the Warrior River, Tuscaloosa, Alabama 
Report of Tests on Foundation and Overburden Material, Proposed Lock and Dam, Demopolis, Alabama 
Investigation of Mellwood (Arkansas) Levee Unit 
Report on Investigation of the Foundation Medium, Proposed Railway Bridge Over Wax Lake Outlet, Calumet, Louisiana 
Soil Investigation, Proposed Tennessee-Tombigbee Waterway, Tombigbee Route 
Report on Investigation of a Portion of Levee System, Lake Okeechobee, Florida 
Report on Investigation of a Portion of Levee System, Lake Ok~echobee, Florida 
Efficacy of Systems of Drainage Wells for the Relief of Subsurface Hydrostatic Pressures 
Investigation of Levee Unit, East Side Levee and Sanitary District, East St. Louis, Illinois 
Model Study of Internal Drainage Systems in Pervious Levees 
Investigation of the Proposed Mill Creek Dam, Walla Walla, Washington 
Results of Triaxial Compression Tests of Loess from 
Foundation and Abutments of Mill Creek Dam, Walla Walla, Washington 
Investigation of Fouridation and Design of Levee Unit, Clear Creek Drainage and Levee District, Alexander and Union Counties, Illinois 
Results of Soil Tests on Material from Proposed Mud Mountain Dam, White River, Washington 
Study of Foundation of Test Section, Pendleton New 
Levee, Arkansas River, Arkansas  
Soil Mechanics Fact Finding Survey: Progress Report  Seepa'ge Studies;  
Soil  l~echanics Fact Finding Survey:  Permeability  

Testing; Progress Report 
Investigation of Foundation and Design, Little Grassy Dam, Carbondale, Illinois 
AD Number 
SOILS  AND  PAVEMENTS  LABORATORY  
Technical Memoranda  
Number  Date  Title  AD  Number  
TM  182-1  Oct 1941  Seepage Model  of Greenville Front Levee, Greenville,  
~1ississippi  
TM  183-1  Nov 1941 Revised  Investigation of Filter Requirements for Underdrains  
Dec 1941  
n1 184-1  Oct 1941  Investigation of Underseepage, Lower Mississippi River Levees  
TM  187-1  Feb 1942  Investigation of the Unconfined Compressive Strength of Soil-Cement Mixtures  
Unnumbered  Jul  1942  Pressure Cell  Installation, Arkabutla Dam;  Interim  
Report  
m 195-1  Oct 1942  Field and Laboratory Investigation of Design Criteria for Drainage Wells  
TM  196-1  Nov  1942  Investigation of Soil  Stabilization with Vinsol  Resin  
TM  198-1  Jan 1943  Seismic and Resistivity Geophysical Exploration Methods  
TM  199-1  Feb 1943  Critical Study of Shallow Seismic Exploration in the Limestone Areas of the Ozark Highlands  
Unnumbered  Sep 1943  Results of California Bearing Ratio Tests Performed on Undisturbed and Remolded Samples of Soil Obtained from Service Behavior Test Section, Barksdale Field, Louisiana '  
Unnumbered  Jan  1944  Pavement Failure Study of Morristown Airport, Morristown, New Jersey  
TM  210-1  Jul  1944  "Soil Mechanics Fact Finding Survey:Investigation; Interim Report  Soil  Pressure Cell  
TM  211-1  Jul  1944  Field Tests on Final Report  Prefabricated Bituminous Surfacing;  
Unnumbered  Nov  1944  Performance of Woven Wire Landing Mat During Traffic Tests  
I .  .  
Unnumbered  Nov  1944  Performance of Latisteel Traffic Tests  Airplane Landing Mat During  
Unnumbered  Dec  1944  Performance of Laminated Wood During. Traffic Tests  Airplane Landing Mat ',  
Unnumbered  Dec 1944  Performance of General During Traffic Tests  Electric Airplane !Landing Mat  
Unnumbered  Dec 1944  Performance of Steel  Pierced Plank Mat with "T"  
Connectors nurirg Traffic _Tests  

Number Unnumbered TM 211-2 Unnumbered Unnumbered Unnumbered 
Unnumbered Unnumbered Unnumbered 
TM 211-3 
TM 211-4 
TM 211-5 
TM 211-5A 
TM 212-1 
TM 212-2 
TM 212-3 
TM 212-4 
TM 212-5 Date Dec 1944 Jan 1945 Jan 1945 Jan 1945 
Feb 1945 
Mar 1945 Mar 1945 Apr 1945 
May 1945 
Oct 1945 Oct 1945 Mar 1946 Aug 1944 
Sep 1944 Oct 1944 
Oct 1944 
Nov 1944 
SOILS AND PAVEMENTS LABORATORY 
Technical Memoranda 
Title 
Performance of Thaden Articulated Hood Slat Airplane Landing Mat nuring Traffic Tests 
Behavior of Prefabricated Bituminous Surfacing Under Pierced Plank Landing Mat nuring Traffic Tests 
Performance of Irving Grid Landing t1at nuring Traffic Tests 
Performance of Standard Heavy Bar and Rod Airplane Landing Mat During Traffic Tests 
Performance of Standard Pierced Plank Airplane Landing Mat Under Traffic Tests 
Performance of Heavy Bar and Rod Airplane Landing Mat with New Connectors Under Traffic Tests 
Rigid Plate Bearing Test Investigation 
Conference on Control of Underseeoage, Cincinnati, Ohio, 13-14 June 1944 
Behavior of Prefabricated Bituminous Surfacing Under Airplane Landing Nat, During Traffic Tests with 20,000-lb Wheel Load 
Tests on Methods of Employing Pierced Plank Landing Mat with Prefabricated Bituminous Surfacing 
Soil Mattress Construction for Runways with Prefabri
cated Bituminous Surfacing 
Subgrade Moisture Protection with Prefabricated 
Bituminous Surfacing; Supplemental Report 
Results of Traffic Tests on Various Combinations of 
Light Bar and Rod Airplane Landing Mats and Base 
Courses; Final Report 
Airplane Landing Mat Investigation 
Tests on Steel Pierced Plank Airplane Landing t·1ats, 
with Integral Locking Lugs and Overlapping Turned
Down Ends; Final Report 
Comparative Traffic Tests on Various Methods of 
Laying Pierced Plank Airplane Landing Mat; Final 
Report 
Pierced Plank Airplane Landing Mat with Integral 
Locking Lugs; Final Report 
AD Number 
Number TM 212-6 
TM 212-7 TM 212-8 TM 213-1 Unnumbered Unnumbered Unnumbered 
TM 217-1 Unnumbered 
Unnumbered Unnumbered 
Unnumbered Unnumbered Unnumbered 
Unnumbered 
Unnumbered Unnumbered 
Unnumbered 
Date Apr 1945 
May 1945 May 1946 Jul 1945 Jul 1945 Aug 1945 Aug 1945 May 1946 Aug 1946 
Sep 1946 Oct 1946 
Jan 1947 Feb 1947 t1ar 1947 
Apr 1947 
May 1947 Jul 1947 
Jul 1947 
SOILS AND PAVEMENTS LABORATORY 
Technical t1emoranda 
Title 
Comparative Traffic Tests on Standard Pierced Plank and Model 2-T6 (Wichert) Pierced Plank Airplane Landing Mat 
Traffic Tests on Aluminum Alloy Pierced Plank Mat with Reduced Vertical Bayonet Clearance 
Traffic Test on Airplane Landing Mat, Steel, Pierced Type M-6 
The California Bearing Ratio Test as Applied to the Design of Flexible Pavements for Airports 
Laboratory Study of Asphalt Paving Mixtures for Upper Bank Protection 
Certain Requi.rements for Flexible Pavement Design for B-29 Planes 
Rigid Pavement Tests, Marietta, Georgia 
Resinous Water Repellents for Soils; Interim Report 
Investigation and Design of Texas and Pacific Railroad (Port Allen:Branch Line) and Louisiana State Highway No. 30 Joint Embankment, Morganza Floodway Crossing,Morganza, Louisiana. In 2 volumes (only Volume 1 available) 
Investigation of Foundation, Bayou Sorrel Lock 
Investigation and Review of Design of the Proposed Texas and Pacific Railroad Main Line Embankment, MorganzaFloodway, McKneely to Red Cross, Louisiana 
Woodlawn Bridg~ -Foundation Investigation 
Accelerated Tr~ffic Tests; Summary Report 
Foundation Investigation of the East Calumet and West Calumet Floodq~tes, St. Mary Parish, Louisiana 
Soil Mechanics. Fact. Finding Survey: Triaxial Shear Research and Pressure Distribution Studies on Soils; Progress Report 
Flexible Pavement Behavior Studies; Interim Report 2 
Fine Grained Alluvial Deposits and Their Effects on f~ississippi ·River Activity. In 2 volumes 
St. Johns Rayou Floodgate Structure Drainage System,New Madrid, Missouri 
AD Number 
AD A950 005 
AD A950 041 

SO! LS  AND  PAVEr1ENTS  LABORATORY  
Technical Memoranda  
Number  Date  Title  AD  Number  
Unnumbered  Jul  1947  Cooper Dam, South Sulphur River, Paris, Texas; Soils Investigation -Survey Report  
Unnumbered  Aug  1947  Investigation of Foundation Borrow Materials and Embankment Design for New Orleans, Texas and Mexico Railroad, West Atchafalaya Floodway Crossing  
Unnumbered  Nov  1947  Soils Study of Military Reservation, Fort Benning, Georgi a  
TM  3-245  ,Jan 1948  Laboratory Investigation of Filters for Enid and Grenada Dams  
Tl1  3-246  Dec 1947  Investigation of Solvent Resistant Treatments for Bituminous Pavements  
Tl1  3-247  Study of Relief Well Installations Nonconnah Creek Projects, Memphis,  at Wolf River and Tennessee  
nee 1947  Volume 1  AD 757 402  
Revised  
Feb 1952  
Dec  1947  Volume 2  Plates  
Revised  
Feb  1952  
m 3-24i3  Dec  1947  Filter Stability Tests  on  11ud Mountain Dam Transition  
and Core Material  
Tl~  3-249  Jan 1948  Catfish Point Control  Structure Foundation Investigation  
Tl1  3-250  Feb 1948  Investigation of Wooden Well and Sardis Dams  Screens for Grenada, Enid,  AD  845 376  
Unnumbered  t1ar 1948  Foundation Investigation Structure  -Schooner Bayou Control  
Un nur,lbe red  r~ar  1948  Foundation Investigation of Sump and Water Tower, r~i ss iss i ppi Basin t,1odel, Clinton, Mississippi  
Unnumbered  May  1948  Meeker Control  Structure,  Foundation Investigation  
TM  3-254  Investigation of the Design and Control Paving 11ixtures:  of Asphalt  
May  1948  Volume  1  Summary Report, Inclosure I: Inclosure II: Procedures  Formulas, and  AD  A012  503  
11ay  1948  Volume 2  Appendix A: Selection of Design and Control Method; Appendix B: Presentation of Initial Laboratory Test Data; and Appendix C: Design and Construction of Test Section  AD  A012  504  

SOILS AND 	PAVEMENTS LABORATORY 
Technical 	Memoranda 
Title 
Volume 3 	Appendix D: Traffic Tests; and Appendix E: Final Laboratory Correlation Tests 
Investigation of Embankment and Cut Slopes, Illinois Central Railroad Relocation, Grenada Reservoir 
Airplane Landing Mat Investigation, Tests on Steel, Pierced Type, M7 
Efficacy of Partial Cutoffs for Controlling Underseepage Beneath Levees 
Walker Lake Canal Pumping Plant, Greenwood, Mississippi; Foundation Investigation 
Soil Compaction Investigation: 
Report 1 	Compaction Studies on Clayey Sands 
Report 2 	Compaction Studies on Silty Clay 
Report 3 	Compaction Studies on Sand Subgrades 
Report 4 	Subgrade Compaction Studies 
Report 5 	Miscellaneous Laboratory Tests 
Report 6 	Effect of Size of Feet on Sheepsfoot Roller 
Report 7 	Effect on Soil Compaction of Tire Pressure 
and Number 	of Coverages of Rubber-Tired 
Rollers and Foot-Contact Pressure of Sheeps
foot Rollers · 
Report 8 	Effect of Lift Thickness and Tire Pressure 
Report 9 	Compaction of a Graded Crushed-Aggregate Base Course 
' 
Report 10 	Evaluation of Vibratory Rollers on Three Types of Soils, by J. vJ. Hall 
Plate Bearing Tests -Outlet Works Stilling Basin, Bayou Bodcau Dam 
Geological Investigation of Gravel Deposits in the Lower Mississippi Valley and Adjacent llplands 
Tests on Soils Samples from Overseas Air Bases 
Combined f1organza Floodway Control Structures, Texas and Pacific Railroad·and Louisiana State Highway No. 30; Soils Investigation 
Number TM 3-254 (Cont) Unnumbered m 3-266 TM 3-267 Unnumbered 
Tt1 3-271 
Unnumbered 
Tt1 3-273 
TM 3-274 TM 3-278 
Date May 1948 Aug 1948 Dec 1948 Jan 1949 Mar 1949 
Apr 1949 Jul 1949 Oct 1949 Feb 1950 Jun 1950 ,Jun 1954 Jun 1956 
Oct 1957 Oct 1963 Mar 1968 Jan 1949 
May 1949 Apr 1949 May 1949 
AD 
AD 

AD 

AD 
AD 

AD 
AD 

AD 

AD 

Number A006 523 
757 399 
052 540 105 204 
145 865 450 615 
667 966 
757 115 
SOILS AND  PAVEMENTS  L~BORATORY  
Technical Memoranda  
Number  Date  Title  AD  Number  
TM 3-279  Jul  1948  Blakely Mountain Dam, Investigation of Foundation, Borrow Materials, and Embankment Design; Interim Report 1  
Jul  1949  Blakely Mountain Dam, Embankment, Foundation and Borrow Areas; Interim Report 2. In 2 volumes  
TM  3-284  Jun 1949  Investigation of Foundation, Borrow Materials, and Embankment nesign for the Relocation of U. S. Highways 190 and 71 -West Atchafalaya Flood\tay Crossing  
TM 3-285  Jun 1949  Engineering Tests of Aggregate Dryer, Barber-Greene Company ~1odel 837, Single Drum  AD  757 400  
TM  3-286  Correlation of Soil  Properties with Geologic Information:  
Jun 1949  Report 1  Simplification of the Liquid Limit Test Procedure  AD  707 462  
Dec 1951  Report 2  Correlation of Liquid Limit and Analysis  ~1echanical  AD  8951  762  
TM  3-287  Jun 1949  Corrosion of Drainage Wells  at Sardis Dam, Mississippi  
TM  3-288  Jun 1949  Geological Investigation of Mississippi River Activity, f1emphis, Tennessee, to Mouth of Arkansas River  
TM  3-289  Jul  1949  Foundation and Soils Investigation, Bayou Cocodrie Drainage Structure  
Unnumbered  Jul  1949  Progress Report, Civil Works Investigation, Development of Velocity Meter for Relief Wells (CW 462-F)  
TM  3-292  Aug  1949  Lecompte Control  Structure,  Foundation Investigation  
TM 3-293  Feb 1949 Revised Jul 1949  Texarkana Dam, Terrace Section, Foundation and Borrow Investigation and Embankment Design; Interim Report 1. In 2 volumes  
TM 3-297  Aug  1949  Foundation Investigation, Wolf River Floodwall, Section 1A, Memphis, Tennessee  
TM  3-298  Aug  1949  The Entrenched Valley of the Lower Red  River  
TM 3-299  Aug  1949  Field Permeability Tests, Commerce Landing, Mississippi, and Wilson Point, Louisiana  
TM  3-304  Nov  1949  Relief Well Systems for Dams and Levees Foundations; Model Investigation  on  Pervious  
TM 3-306  Dec 1949  Preservation of Sliced Soil  Samples  
TM 3-308  Jan 1950  Pile Loading Tests, Structure  Combined Morganza Floodway Control  AD  8951  758  

Number Unnumbered Unnumbered TM 3-311 TM 3-312 TM 3-314 
Unnumbered 
Unnumbered TM 3-315 TM 3-316 TM 3-317 
TM 3-318 
TM 3-319 Unnumbered Unnumbered H1 3-322 Unnumbered Unnumbered Date Jan 1950. Mar 1950 May 1950 May 1950 Jun 1950 
Jun 1950 . 
Jun 1950 Jun 1950 Jun 1950 Jun 1950 
Revised Aug 1950 Sep 1950 Sep 1950 Oct 1950 Oct 1950 Jan 1951 Feb 1951 11ar 1951 
SOILS AND PAVEMENTS LABORATORY 
Technical Memoranda Title Jonesville Floodwall and Pumping Plant; Foundation 
Investigation 
Mississippi Basin Model .Foundation Investigation. In 2 volumes (only Volume 1 available) 
Geological Investigation of Faulting in the Lower 
Mississippi Valley 
Investigation of Effects of Traffic with High-PressureTires on Asphalt Pavements Effects of Traffic with Small High-Pressure Tires on 
Asphalt Pavements 
Bayou Lamourie Control Structure, Foundation Investigation 
Minutes of Conference on Soil Mechanics, 21, 22 June 1950 
Undisturbed Sampling of a Clay Using Vacuum-and Piston Type Samplers 
Investigation of Underseepage and Its Control by Relief Wells, Commerce and Trotters, Mississippi. In 2 volumes 
Determination of Required Pile Lengths, Combined MorganzaFloodway Control Structure 
Bank Caving Investigations, Morville Revetment, Mis
sissippi River Geology of the Lower Red River Morganza Control Structure, .Review of Use of Long and 
Heaviiy Loaded Piles 
Analysis of Design, Bayou Boeuf Lock, Soils and Foundation Investigation · 
Investigation of Heaving of Floor Slabs of Building,~Fort Gulick, Panama Canal Zone 
Analysis of D~sign, Wolf:River Floodwall, Section 1-C,Memphis, Tennessee; Foundation Investigation 
Design of Closure Section and Pressure-Relief Systemfor Outlet Structure Excavation, Grenada Dam 
AD Number 
AD 756 373 
Number TM 3-323 
Unnumbered TM 3-324 
TM 3-328 TM 3-329 Unnumbered TM 3-:B2 H1 3-333 Unnumbered 
Tt1 3-341 Date 
~1ar 1951 Oct 19!11 Sep 1953 
nee 1954 Dec 19fi0 
Apr 1951 
t·1ay 1951 
Aug 1951 Aug 1951 Sep 1951 ()ct 1951 Oct 1951 1952 Jan 1955 Apr 1952 Feb 1954 
Jun 195 7 clun 1960 
SOILS AND 	PAVEMENTS LABORATORY 
Technical 	Memoranda 
Title 
Investigations of Pressures and Deflections for Flexible Pavements: 
Report 1 	Homogeneous Clayey-Silt Test Section 
Report 2 	Pilot Tests on New Four-Gage Cell 
Report 3 	Theoretical Stresses Induced by Uniform Circular Loads 
Report 4 	Homogeneous Sand Test Section 
Report 5 	Development of Representative Soil Strengths from Laboratory Tests 
Analysis of nesign, Wolf River Floodwall, Section 1-E, Memphis, Tennessee; Foundation Investigation 
Airplane Landing Mat Investigation, Engineering Tests on Steel, Pierced Type, ~48 and Aluminum, Pierced Type, M9 
Torsion Shear Tests on Atlantic Muck, The Panama Canal 
Investigation of t1ass Placement of Sand Asphalt for Underwater Protection of River Banks 
Head Loss Through Steel Sheet Piling, Hickman Floodwall, Reach No. 1, Hickman, Kentucky 
Geology of the Lower Arkansas River Alluvial Valley, Pine Bluff, Arkansas, to Mouth 
Field Penetration Tests for Selection of Sheepsfoot Rollers 
Poisson's Ratio Factor for Earth Pressure at Rest; Progress Report 
Coefficient of Earth Pressure at Rest and Poisson's Ratio; Progress Report 2 
Control of Underseepage by Relief Wells, Trotters, Mississippi. In 2 volumes (includes Appendix A) 
/\ppendix B 	Analysis of 1952 Well Flow and Piezometric Data; and Appendix C: 1953 Pumping Tests. In 2 volumes 
Appendix D 	Analysis of 1955 Well Flow and Piezometric Data; and Appendix E: 1957 Pumping Tests 
Appendix F 	1959 Pumping Tests 
AD Number 
AD A950 002 AD A006 499 AD 021 652 
AD 052 207 AD 265 628 
AD 780 299 
AD B951 761 AD 757 407 
AD 756 413 
AD 120 973 
AD 756 425 
AD 757 409 
* * * 
* * * * * * * * * * * * * 
S-66  
SOILS AND  PAVH1ENTS LABORATORY  
Technical  t~emoranda  
Number  Date  Title  AD  Number  
TM  3-341  
(Cont)  Jul  1962  Appendix G  Analysis of 1961 Well Flow and Piezometric Data; and Appendix H: 1961 Pumping Tests, Chemical Analyses and Well Repairs  
Apr 1964  Appendix  I  1963 Pumping Tests  AD  756 411  
Jul  1968  Appendix J  1965 Pumping Tests  AD  756 201  
Sep 1970  Appendix K 1969 Pumping Tests, by  C. C. Trahan  AD  756 208  
Dec 1972  Appendix L  1971  Pumping Tests, by C.  C. Trahan  
Unnumbered  Jul  1952  Study of Effect of Current-Type Jet Aircraft on Airfield Pavements; Interim Report on Heat and Blast Effects on Pavements  
m 3-343  Limited Reconnaissance for Pavement Evaluation and Soil  
Type-Serial Photograph Ties:  
Dec 1952  Report 1  Keflavik and Patterson Airfields,  Iceland  
Jan 1953  Report 2  Torbay Airfielrl, Newfoundland  
Dec  1952  Report 3  Harmon Air Force Base, Stephenville,Newfoundland, Canada  
Jan 1953  Report 4  BW-8 Airfield, Sondre Stromfjord, Greenland  
Jan 1953  Report 5  BW-1  Airfield, Narsarssauk, Greenland  
Nov  1952  Report 6  Goose Bay Airfield, Labrador, Canada  
Jan 1953  Report 7  Gander Airport, Gander,  Newfoundland  
Aug  1952  Report 8  Reykjavik Airfield, Reykjavik,  Iceland  
Feb 1953  Report 9  Cazes Airport, Casablanca,  French Morocco  
Mar 1953  Report 10  Khouribga Airfield, Khouribga,  French Morocco  
Feb 1953  Report 11  Oujda Airfield, Oujda,  French Morocco  
Mar 1953  Report 12  Rabat-Sale Airfielrl, Rabat,  French Morocco  
Dec 1952  Report 13  Roberts  Field, Liberia  
Mar 1953  Report 14  Marrakech Airfield,  French Morocco  
Mar 1953  Report 15  Meknes  Ai~field, Meknes,  French Morocco  
r~ar  1953  Report 16  Santa Maria Airport, Santa Maria Azores  Island,  

* Statement B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 

Technical Memoranda 
Number Date Title AD Number TM 3-343 
* 	(Cont) t1a r 1953 Report 17 Lages Air Force Base, Terceira, Azores Apr 1953 Report 18 Evreux-Fauville Air Base, Evreux, France
* 
May 1953 Report 19 Toul-Rosieres Air Base, Toul-Rosieres, France
* 
* 	May 1953 Reprirt 20 Chaumont Air Base, Chaumont, France ~1ay 1953 Report 21 Laon-Couvron Air Base, Laon, France
* 
* 	
Jun 1953 Report 22 Bordeaux-Merignac Air Base, Bordeaux, France 

* 	
Jul 1953 Report 23 Bitburg I Air Base, Bitburg, Germany Jun 1953 Report 24 Bitburg II Air Rase, Spangdahlem, Germany


* 
Jun 1953 Report 25 Hahn Air Base, Hahn, Germany
* 
Aug 1953 Report 26 Landstuhl Air Base, Landstuhl, Germany
* 
Aug 1953 Report 27 Sembach Air Base, Sembach, Germany
* 
Aug 1953 Report 28 Tempelhof Air Base, Berlin, Germany
* 
Aug 1953 Report 29 Wiesbaden Air Base, Wiesbaden, Germany
* 
Aug 1953 Report 30 Erding Air Base, Erding, Germany
* 
Aug 1953 Report 31 Neubiberg Air Base, Neubiberg, Germany
* 
Aug 1953 Report 32 Furstenfeldbruck Air Base, Furstenfeldbruck, 
* 
Germany Oct 1953 Report 33 Stuttgart Airport, Stuttgart, Germany
* 
Oct 1953 Report 34 Giebelstadt Airfield, Giebelstadt, Germany
* 
Cct 1953 Report 35 Kitzingen Airfield, Kitzingen, Germany
* 
Oct 1953 Report 36 Rhein-t·1ain Air Base, Frankfurt am t1ain, Germany
* 
Oct 1953 Report 37 Ciampino Airport, Rome, Italy
* 
* 	
Oct 1953 Report 38 Capodichino Airfield, Naples, Italy 

* 	
Oct 1953 Report 39 Foggia-r~ain Airfield, Foggia, Italy 

* 	
Oct 1953 Report 40 Foggia-Amendola Airfield, Foggia, Italy Oct 1953 Report 41 Treviso I Airfield, Treviso, Italy


* 
* 	
Oct 1953 Report 42 Treviso II Air Base, Treviso, Italy 

* 
Statement B. 	See Preface. 


Number 
TM 3-343 
* (Cont) 
* * * * * 
* * * * * 
* * 
* 
* 
* 
* 
* 
* 
* 
* 
* 
* 
* 

* Statement B. 
Date 
Oct 1953 Nov 1953 Nov 1953 Nov 1953 Nov 1953 Feb 1954 
Jan 1954 Jan 1954 Jan 1954 Feb 1954 Feb 1954 
t~ar 1954 
Mar 1954 
Apr 1954 Apr 1954 May 1954 Jun 1954 Aug 1954 Jun 1954 Jun 1954 
Jul 1954 
Jul 1954 
Jun 1954 
Jul 1954 
See Preface. 
SOILS 
Title 
Report 43 Report 44 Report 45 Report 46 Report 47 Report 48 
Report 49 Report 50 Report 51 Report 52 Report 53 
Report 54 Report 55 
Report 56 Report 57 Report 58 Report 59 Report 60 Report 61 Report 62 
Report 63 
Report 64 Report 65 Report 66 
AND PAVEMENTS LARORATORY 
Technical ~1emoranda 
AD Number 
Aviano Air Base, Aviano, Italy Ghedi Air Base, Ghedi, Italy Montichiari Air Base, f·1ontichiari, Italy 
Orio Al Serio Airfield, Bergamo, Italy Pisa San Giusto Airfield, Pisa, Italy 
Investigation of Calcareous Soils in French Morocco 
Phalsbourg Air Base, Phalsbourg, France 
Chateauroux-Deols Air Base, France Chambley Air Base, Chambley, France 
Etain-Rouvres Air Base, Etain, France 
St. Nazaire-Montoir Air Base, St. Nazaire, France Orlandet Air Base, Norway 
Stavanger-Sola Airport and Forus Airfield, Stavanger, Norway Gardermoen Air Base, Oslo, Norway Karup Air Base, Karup, Denmark Tirstrup Air Base, Tirstrup, Oenmark Vaerlose Air Base, Vaerlose, Denmark 
Vandel Air Base, Vandel, Denmark Luxemburg Airport, Luxemburg, Luxemburg 
Summary Report on the Geology and Soils of 
French Morocco 

Summary Report on the Geology and Soils of 
Western Germany 

Athens-Ell i'n ikon Airport, Athens, Greece 
Timbakion Air Base, Timbakion, Crete 
Kastellion Air Base, Kastellion, Crete 

SOILS AND PAVEMENTS LABORATORY 

Technical Memoranda 
Number Date Tit1 e AD Number 

* TM 3-343 
(Cont) 	Jul 1954 Report 67 Araxos Air Base, Greece 
Jul 1954 Report 68 Larisa Air Base, Larisa, Greece

* 
Aug 1954 Report 69 Etimesut Air Base, Ankara, Turkey
* 
Aug 1954 Report 70 Esenboga Airport, Ankara, Turkey
* 
Oct 1954 Report 71 Eskisehir Air Base, Eskisehir, Turkey
* 
Oct 1954 Report 72 Balikesir Air Base, Balikesir, Turkey
* 
Aug 1954 Report 73 Diyarbakir Air Base, niyarbakir, Turkey
* 
Aug 1954 Report 74 Adana Airport, Adana, Turkey
* 
Aug 1954 Report 75 Adana Air Base, Adana, Turkey
* 
Jun 1954 Report 76 Sanjurjo Airport, Zaragoza, Spain 
* 
Jun 1954 Report 77 Torrejon de Ardoz Air Base, Madrid, Spain
* 
,Jun 1954 Report 78 Summary of Investigations at a Proposed
* 
Airfield Site, Moron de la Frontera, Spain Jul 1955 Report 79 Wheelus Air Base, Tripoli, Libya
* 
Feb 1955 Report 80 Idris Airport, Castel Benito, Libya
* 
Jan 1955 Report 81 Misurata West Airfield, Misurata, Libya, 
* 
North Africa Jan 1955 Report 8~ Berea II Airfield, Benghazi, Libya
* 
Jan 1955 Report 83 Benina Airport, Benghazi, Libya
* 
Jan 1955 Report 84 El Adem Air Base, El Adem, Libya
* 
Feb 1955 Report 85 San Pablo Airport, Sevilla, Spain
* f1ar 1955 Report 86 Los Llanos Air Base, Albacete, Spain 
* 
Apr 1955 Report 87 Reus Air Base, Reus, Spain
* 
Feb 1955 Report 88 Muntadas Airport, Barcelona, Spain 
* 
Mar 1955 Report 89 Barajas International Airport, Madrid, Spain 
* 
Aug 1955 Report 90 Royal Air Force Station Manston, Kent,
* 
England Oct 1955 Report 91 RAF Station Brize Norton, Oxford, England
* 
* ~tatement B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 
Technical Memoranda Number Date Title AD Number 
* TM 3-343 
(Cont) 	Oct 1955 Report 92 RAF Station Mildenhall, Suffolk, England 
Oct 1955 Report 93 RAF Station Molesworth, Huntingdonshire, 

* 
England Aug 1955 Report 94 Royal Air Force Station Holme, Yorkshire,
* 
England Oct 1955 Report 95 RAF Station Elvington, Yorkshire, England
* 
Aug 1955 Report 96 RAF Station Alconbury, Alconbury
* 
(Lincolnshire), England 
* 	Oct 1955 Report 97 RAF Station East Kirkby, Lincolnshire, England 
Dec 1955 Report 98 RAF Station Fairford, Gloucestershire, 
* 
England 
* 
Oct 1955 Report 99 	RAF Station Bentwaters, Suffolk, England 

* 
Oct 1955 Report 100 	RAF Station Burtonwood, Lancashire, England 

* 	
Oct 1955 Report 101 RAF Station Wethersfield, Essex, England Dec 1955 Report 102 RAF Station Woodbridge, Suffolk, England


* 
* 	Dec 1955 Report 103 RAF Station Shepherds Grove, Suffolk, England Dec 1955 Report 104 RAF Station Lakenheath, Suffolk, England
* 
* 	Dec 1955 Report 105 RAF Station Upper Heyford, Oxfordshire, England 
Dec 1955 Report 106 RAF Station Tibenham, Suffolk, England
* 
Dec 1955 Report 107 RAF Station Beaulieu, Hampshire, England
* 
* 	Dec 1955 Report 108 RAF Station Sturgate, Lincolnshire, England Feb 1956 Report 109 RAF Station Blyton, Lincolnshire, England
* 
Feb 1956 Report 110 Blackbush Airport, Surrey, England
* 
* 	Feb 1956 Report 111 RAF Station Spilsby, Lincolnshire, England Feb 1956 Report 112 RAF Station Sandtoft, Lincolnshire, England
* 
* 	
Feb 1956 Report 113 RAF Station Sculthorpe, Norfork, England 11ar 1956 Report 114 RAF Station Carnaby, Yorkshire, England

* 
Statement B. 	See Preface. 


* 
SOILS AND PAVEMENTS LABORATORY 

Technical  Memoranda  
Number  Date  Title  AD  Number  
Tr1 3-343  
* (Cont)  Feb 1956  Report 115  RAF Station St. Mawgan, Cornwall, England  
*  Mar 1956  Report 116  RAF Station Wroughton, Wiltshire, England  
*  Apr 1956  Report 117  RAF Station Chelveston, Northamptonshire, England  
*  Apr 1956  Report 118  RAF  Station Full  Sutton, Yorkshire, England  
*  Apr 1956  Report 119  RAF Station East Fortune, East Lothian, Scotland  
*  May 1956  Report 120  RAF Station Lindholme, Yorkshire, England  
*  ~1ay 1956  Report 121  RAF Station Oakington, Cambridgeshire, England  
*  ~1ay 1956  Report 122  Royal  Naval  Air Station Ford, Sussex, England  
*  Mar 1957  Report 123  RPAF  Station Mauripur, Karachi,  West Pakistan  
*  Feb 1958  Report 124  Dhahran Airfield, Dhahran,  Saudi  Arabia  
*  Feb 1958  Report 125  PAF  Station Peshawar, Peshawar, West Pakistan  
*  Dec  1957  Report 126  PAF Station Drigh-Road, Karachi, West Pakistan  
TM  3-344  Airfield Pavement Evaluation:  
Jan 1953  Report 1  Campbell  Air Force Base, Kentucky  AD  010 425  
Dec -1953  Report 2  Sheppard Air Force Base, Wichita Falls, Texas  
Dec  1953  Report 3  Boca Raton Airfield,  Florida  
Dec  1953  Report 4  Davis-Monthan Air Force Base, Tucson,  Arizona  
Jan 1954  Report 5  Pope Air Force Base,  North  Carolina  
Oct 1953  Report 6  Palm Beach International  Airport,  Florida  
nee  1955  Report 7  Perrin Air Force Base, Sherman, Texas  AD  756 330  
Jan 1956  Report 8  Ardmore Air Force Base, Ardmore,  Oklahoma  AD  756 372  
TM  3-349  Design of Flexible Airfield Pavements Landing Gear Assemblies:  for Multiple-Wheel  
Sep 1952  Report 1  Test Section with Lean Clay Subgrade  AD  010 209  
Jun 1955  Report 2  Analysis of Existing Data  AD  083 086  
* Statement B.  See Preface.  

S-72  
SOILS AND  PAVEMENTS  LABORATORY  
Technical Memoranda  
Number  Date  Title  AD  Number  
Tt1  3-354  Feb 1953  Topsoil  and Seeding Studies at Vicksburg, Mississippi  AD  003 396  
H1  3-357  Apr 1960 ReprintedMay 1967  The Unified Soil Classification System (includesAppendix A: Characteristics of Soil Groups Pertaining to Embankments and Foundations; and AppendixR: Characteristics of Soil Groups Pertaining to Roads and Airfields)  AD  A026 473  
TM  3-360  Apr 1953  Filter Experiments and Design Criteria  AD  771 076  
TM  3-361  Apr 1953  Recommended of Turf  Practices for Establishment and Maintenance  AD  010 208  
TM  3-362  Apr 1953  Investigation of Bituminous Cold Mixes for the Protection of Upper River Banks  AD  A006 533  
TM  3-372  Tar-Rubber Test Section at \4aterways Experiment Station:  
Nov  1953  Report  Design and Construction of Test Section  AD  024 381  
Oct 1957  Report 2  Heat and Blast Effects  AD  147 194  
TM  3-373  Design of Upper Base Courses  for High-Pressure Tires:  
Dec  1953  Report 1  Base Course RequirementsPressures  as  Related to Contact  AD  025 962  
TM  3-377  Jan 1954  Heat and Blast Effects  on  Tar and Tar-Rubber Pavements,  AD  030 247  
Presque Isle Air Force Base,  ~1aine  
n~ 3-379  Analysis of Piezometer and Relief-Well  Data:  
Feb 1954  Report 1  Data from Sardis Dam, Mississippi  
TM  3-384  Aug  1954  Review of Soils and Foundation Design and Field Observations, t~organza Floodway Control Structure, Louisiana  
* m 3-391  Jun 1954  Geological  Investigation of the New Orleans Harbor Area  
TM  3-392  Jul  1954  Topsoil Indiana  and Seeding Studies I  at Purdue University,  
II  
~ ~  
Unnumbered  Aug  1954  Construction Inspectors ~anual  for Flexible Pavements  
TM  3-394  Oct 1954  ',,lj'Heat and Blast Effects of Current-Type Jet Aircraft on Airfield Pavements '  
I  
'I  
Tr~  3-400  ~1ar 1955  Comparative Engineering ~raffic Tests of 10-, 11-, and 12-Gage MR Steel Landin~Mat  AD  062 773  
* Statement R.  See Preface.  

SOILS AND PAVEt1ENTS LABORATORY 
Technical Memoranda 

AD NumberNumber nate Title 
H1  3-401  Field Moisture Content  Investigation~  
t~ay 1948  Interim Report 1  
Apr 1955  Report 2  October 1945-November 1952  Phase  AD  069 343  
May 1961  Report 3  November 1952-May 1956 Phase  AD  266 782  
Nov  1963  Report 4  August 1955-March 1959 Phase  AD  432 810  
TM  3-408  Jun 1955  Grouting of Foundation Sands and Gravels  AD  A950 080  
Jan 1956  Appendix A  Tests of Acrylamide N, N' Methylene-bisacrylamide as a Grouting Agent  AD  A950 081  
TM  3-409  Oct 1955  Review of Soils Design and Field Observations, Enid Dam, Yocona River, Mississippi; Prototype Analyses (Soils) (includes Appendix A)  AD  A950 197  
t1ar 1959  Appendix B  Analysis of Piezometric and Relief Well  Data  
Tt1  3-415  Oct 1955  A Study of In-Place Density Determinations for Soils  AD  080 870  
TM  3-416  Nov  1955  Tests of Vinyl  Membrane  as  Surfacing for Airplane  AD  083 085  
Landing  Facilities  
TM  3-418  Oct 1955  Theoretical  Landing Mat Studies  AD  083 084  
TM  3-420  Nov  1955  Summary of Investigations of Effects of Jet Blast, Spillage, and Traffic on Experimental Tar-RubberConcrete Pavements  Fuel  AD  079 771  
TM  3-423  Nov  1955  Delong  Pier Tests at Le  Verdon,  France  AD  082 371  
TM  3-424  Investigation of Underseepage and Mississippi River Levees:  Its Control, Lower  
Oct 1956  Volume 1  (includes Appendixes A-D)  AD  A012  771  
t1ay 1964  Appendix E  Analysis of 1961  Piezometric Data  AD  756 412  
Oct 1956  Volume 2  
Tt1  3-425  Jan 1956  Drainage Systems and Engineering t1easurement Devices, St. Johns Bayou Floodgate, Missouri  
Nov  1964  Appendix A  Engineering Measurements and Remedial Operations, 1955-1963  
Sep 1965  Appendix  B  Pumping Tests and  Inspection of Wells, 1965  
H1  3-426  Feb 1956  Study of Channelized Traffic  AD  085 797  
TM  3-430  Apr 1956  Investigation of Underseepage, Mississippi River Levees, Alton to Gale, Illinois. In 2 volumes  

Number Date TR 3-432 Apr 1956 TR 3-433 Apr 1956 TR 3-436 Jun 1956 
TR 3-439 Oct 1956 TR 3-441 Nov 1956 
TR 3-442 Nov 1956 TR 3-443 Dec 1956 TR 3-450 Feb 1957 
TR 3-451 Jan 1957 TR 3-452 t1ar 1957 TR 3-453 Apr 1957 
TR 3-455 Jun 1957 Aug 1958 Jul 1960 Nov 1960 Mar 1962 Jun 1963 Feb 1965 
SOILS AND 	PAVEMENTS LABORATORY 
Technical 	Reports 
Title 
Investigation of Means of Placement of Rubber WaterstopsWithout Splitting Concrete Forms 
Investigation of Effects of Improved Joints and Direction of Traffic on Life of M8 Landing Mat 
Review of Petrographic Studies of Bed Material, Mississippi River, Its Tributaries, and Offshore Areas of Deposition 
Review of Soils Design, Construction, and PrototypeAnalysis, Blakely Mountain Dam, Arkansas 
Mathematical Expression of the CBR Relations 
Engineering Tests on Mobile t1aterials Laboratory M-II 
Performance of Relief Wells Along t1issouri River Levees, 1951-1952 Floods 
Delong Pier Tests at Fort Eustis, Virginia 
Review of Soils Design, Construction, and PrototypeData, Bayou Rigolette Floodgate 
Review of Soils Design, Construction, and Performance Observations, Benbrook Dam, Texas 
Review of Soils Design, Pile Loading Tests, Construction, and Performance Observations, Section 1-B Floodwall, Memphis, Tennessee 
Soil Stabilization: 
Report 1 	Field Evaluation of Calcium Acrylate (WESTest Lanes 1 and 2) 
Report 2 	Initial Laboratory and Field Tests of Quicklime as a Soil-Stabilizing Material 
Report 3 	Investigations of a Chemically Modified Cement as a Soil-Stabilizing Material 
Report 4 	Investigati6ns 1 of Phosphorus Pentoxide as a Soil-Stabilizing Material 
Report 5 	Investigations of Quicklime as a Stabilizingt1aterial 
Report 6 	Investigations of a Chemically Modified Quicklime as a Stabilizing Material 
Report 7 	Laboratory Investigation of Soil Stabilizing
Systems for f~ilitary Purposes, by G. R. Kazan 
and W. B. 	Fenwick 
AD Number 
AD 099 683 
AD B951 688 
AD 119 141 AD 118 919 AD 756 393 
AD 123 796 
AD 135 305 AD 201 742 AD 241 536 AD 266 509 AD 402 304 An 411 145 A[) 613 171 
SOILS AND  PAVEMENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 3-458  Jun 1957  Review of Soils Design, Construction, and Performance Observations, Bayou Boeuf Lock  
TR 3-459  Jun 1957  Demonstration Test of Performance of Heavy-Load Airfield Pavements, Kelly AFB, San Antonio, Texas  AD  137 963  
TR 3-460  Jun 1957  Review of Observations from Hydrostatic Pressure Measuring Devices, Wappapello nam, Wappapello, Missouri  AD  756 349  
TR 3-461  Jul  1957  Engineering Tests of Experimental T7 Magnesium and Modified Standard Steel Airplane Landing Mats  AD  138 269  
TR 3-463  Jul  1957  Soils and Foundation Analyses for Delong Pier Installation at Little Creek, Virginia  AD  139 084  
TR 3-464  Aug  1957  Review of Soils Design, Construction, and Performance Observations, John H. Kerr Project (Buggs Island and Island Creek Dams), Virginia  AD  756 376  
TR 3-466  Army Airfield Pavement Evaluation:  
Oct 1957  Report 1  Blackstone Army Airfield, Camp Pickett, Virginia  
Oct 1957  Report 2  navison Army Airfield, Fort Belvoir, Virginia  
Oct 1957  Report 3  Fort Polk Army Airfield, Fort Polk, Louisiana  
Jan 1958  Report 4  Simmons Army Airfield, Fort Bragg, North  
Carolina  
Jan 1958  Report 5  Redstone Army Airfield, Huntsville, Alabama  
May 1958 Revised  Report 6  Felker Army Airfield, Fort Eustis, Virginia  
t1ay 1959  
Aug  1958  Report 7  \~alker Army Airfield,  Fort Monroe, Virginia  
Aug  1958  Report 8  Gary Army A i rfi e 1 d,  San t·1a rcos,  Texas  
Aug  1958  Report 9  Lawson Army Airfield,  Fort Benning, Georgia  
Aug  1958  Report 10  Post Army Airfield,  Fort Sill, Oklahoma  
Jan 1959  Report 11  Libby Army Airfield,  Fort Huachuca, Arizona  
Jan 1959  Report 12  Gray Army Airfield,  Fort Le1~is, Washington  
Nov  1959  Report 13  Cairns Army Airfield,  Fort Rucker,  Alabama  
Nov  1959  Report 14  Laguna Army Airfield, Yuma Test Station, Yuma, Arizona  

S-76  
SOILS AND  PAVEMENTS LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR 3-466  
(Cont)  Feb 1960  Report 15  t~ichael Dugway,  Army Airfield, Dugway Proving Ground, Utah  
t-1ay  1960  Report 16  Wolters Army Airfield, Camp Wolters, Texas  
May 1960  Report 17  Crissy Army Airfield, Presidio of San Francisco, California  
Jul  1960  Report 18  Butts Army Airfield,  Fort Carson,  Colorado  
* TR 3-470  Jan 1958  Tests of M-15 Antitank Mine  in Soils of Various Strengths  
TR 3-474  Mar 1958  Review of Soils Design, Construction, and Performance Observations, Tom Jenkins Dam, Ohio  AD  756 325  
TR 3-477  May  1958  Review of Soils Design, Construction, and Performance Observations, Vicksburg Floodwall  
TR 3-479  Jun 1958  Analysis of Piezometer and Dam ·  Relief Well  Data, Arkabutla  
TR 3-480  Jun 1958 Revised Mar 1968  Geological Investigation of the Yazoo Basin, Lower Mississippi Valley  
TR 3-483  Jul  1958  Geology of the Mississippi River Deltaic Plain, Southeastern Louisiana. In 2 volumes  
TR 3-484  Sep 1958  Review of Soils Design, Construction, and PrototypeObservations, Texarkana Dam, Texas  AD  A006  524  
TR 3-487  Aug  1958  Settlement Observations -New Orleans, Texas, and Mexico Railroad High-Level Crossing Over West Atchafalaya Floodway  
TR 3-490  Dec  1958  Proof-Test Section, Columbus Air Force Base  AD  209 219  
TR 3-492  Prefabricated Airfield and Road Surfacing Membrane Investigation:  
Feb 1959  Report 1  Engineering Tests, July 1953-December 1954  
Oct 1962  Report 2  Engineering Tests, January 1956-December 1959  AD  295 472  
TR 3-493  Fuel Spillage, Traffic, and Blast Testing of Maintenance Materials for Rubberized-Tar Concrete Airfield Pavements:  
Feb 1959  Report 1  1956-1957 Tests  AD  211 969  
TR 3-495  r~ar  1959  Combined CBR  Criteria  AD  213 706  

* Statement B. See Preface. 
SOILS  AND  PAVEr1ENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR  3-499  Apr 1959  Evaluation Tests of Three-Quarter-Ton Trailer Equipped with Soil Testing Equipment Set No. 1 Revised  AD  216 186  
TR 3-501  Apr 1959  Review of Soils Design, Construction, and Observations, Harlan County Dam, Nebraska  Performance  AD  763 048  
TR 3-502  t-1ay  1959  Review of Soils Design, Construction, and Observations, Lookout Point Dam, Oregon  Performance  AD  763 049  
TR 3-503  t1ay 1959  Review of Soils Design, Construction, and Observations, Algiers Lock, Louisiana  Perfonnance  AD  763 047  
TR 3-506  t1ay 1959  Handbook; A Technique for Preparing Desert Terrain Analogs  AD  217 639  
TR 3-507  Jun 1959  Engineering Tests of T10 Steel Airplane Landing Mat U1odified t18), Dust-Alleviation Type  AD  217 750  
TR 3-508  Jun 1959  Review of Soils Design, Construction,  and  Performance  AD  763 046  
Observations, Wister Dam, Oklahoma  
TR 3-514  Jun 1959  Lacquering of Sampling Tubes Corrosion  for  Protection Against  AD  763 050  
TR 3-515  Prefabricated Airfield and  Road  Surfacing Membranes:  
Jul  1959  Report 1  Temperate Zone Storageability Tests, 19531956  AD  219 383  
r1ay 11)60  Report 2  Torrid Zone Storageability Tests,  1954-1957  AD  238 027  
TR 3-524  Oct 1959  Review of Soils Design, Construction,  and  Performance  AD  763 051  
Observations,  Yazoo City Pumping  Station  
TR  3-529  Nov  1959  Compaction Requirements for Soil Flexible Airfield Pavements  Components  of  AD  230 082  
TR  3-530  Dustproofing and Waterproofing of Soils:  
Dec  1959  Report 1  Field and Laboratory Investigations of Selected Materials  AD  231 925  
Jul  1963  Report 2  Laboratory Studies of Soil Waterproofing t·1aterial s  AD  450 631  
TR 3-533  Dec  1959  Proof-Test Section,  Columbus  Air Force Rase,  AD  231 549  
Structural  Investigation of Pavements  
TR 3-534  Jan  1960  Core Drilling  in Frozen Ground  AD  233 396  
TR  3-538  ~1ar 1960  Review of Soils nesign, Construction, and Observations, Ferrells Bridge Dam, Texas  Prototype  AD  763 052  

Number  Date  
TR 3-539  Apr 1960  
TR 3-542  
May 1960  
TR 3-548  Jun 1960  
TR 3-554  Jul 1960  
TR 3-560  Jan 1961  
TR 3-563  May 1961  
TR 3-574  Jul 1961  
TR 3-582  Aug 1961  
TR 3-587  Jan 1962  
TR 3-588  
Dec 1961  
Feb 1965  
* TR 3-591  Jan 1962  
TR 3-592  Feb 1962  
TR 3-594  Feb 1962  
TR 3-595  Feb 1962  
TR 3-599  
Jun 1962  

* For Official Use Only. 
SOILS AND 	PAVEMENTS LABORATORY 
Technical 	Reports 
Title 
Criteria for Designing Runways to be Surfaced with Land
ing Mat and Membrane-Type Materials 
Portable Surfacing for Military Access Roads: 

Report 1 	Laboratory and Tank Traffic Tests 
Investigation of Behavior of Flexible Airfield Pavements, Effect of Channelized, Heavy-Aircraft Traffic 
Validation of Soil-Strength Criteria for Aircraft Operations on Unprepared Landing Strips 
Review of Soils Design, Construction, and Performance Observations, Bayou Courtableau Drainage Structure, La. 
Engineering Tests of T12 Plastic Airplane Landing Mat 
Engineering Tests of Experimental T8 Magnesium Airplane 
Revised Method of Thickness Design for Flexible Highway Pavements at Military Installations 
A Limited Study of Effects of Mixed Traffic on Flexible Pavements 
Project Otter (Overland Train Terrain Evaluation Research): 
Report 1 	Pretest Report 
Report 2 	Test Report, by J. H. Shamburger and L. M. Duke 
Investigation of Slide and Fill Areas, u. s. r~il itary Academy, West Point, N. Y. 
Beach Stabilization Tests of Landing Mats and Prefabricated Membranes 
Pavement Mix Design Study for Very Heavy Gear Loads; 
Pilot Test Section 
Development of the Gyratory Testing Machine and Procedures for Testing B~tuminous Paving Mixtures 
Dynamic Bearing Capacity of Soils: 
Report 1 	Dynamic Loading r~achine and Preliminary Small-Scale Footing Tests 
AD Number 
AD 236 364 

AD 238 028 AD 240 275 AD 241 546 
AD 756 274 AD 265 630 AD 265 629 AD 270 581 
AD 275 972 
AD 402 257 AD 613 166 AD 908 328L AD 401 508 AD 687 370 AD 280 912 
AD 286 011 
SOl LS  AND  PAVEf4ENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR 3-599  
(Cont)  Sep 1965  Report 2  Dynamically Loaded Small-Scale Footing Tests on Dry, Dense Sand, by ,J, K. Poplin  AD  623 516  
Dec  1964  Report 3  The Application of Similitude to Small-Scale Footing Tests, by J. G. Jackson and P. F. Hadala  AD  454 374  
Jun 1965  Report 4  Investigation of a Dimensionless Load-Displacement Relation for Footings on Soft Clay, byP. F. Hada1a  AD  467 081  
Sep 1963  Report 5  Vertical Displacements of Spread Footings Clay: Static and I~pulsive Loadings  on  AD  450 619  
TR 3-600  Jul  1962  Exploration Equipment for r~ilitary Construction, Engineering Tests  AD  8951  689  
TR 3-601  Jun 1962  Distribution of Soils Bordering the Mississippi River from Donaldsonville to Head of Passes  
TR 3-602  Jun 1962  Review of Soils Design, Construction, and Performance Observations, Low-Sill Structure, Old River Control  
TR 3-603  Jun 1962  Review of Soils Design, Construction, and Observations; Grenada Dam, Mississippi  Prototype  
TR 3-604  Jun 1962  Engineering Properties of Fine-Grained Mississippi Valley Alluvial Soils, Meander Belt and BackswampDeposits '  AD  706 213  
TR 3-610  Nov  1962  Total Thickness and Compaction Requirements for Flexible Pavements to he Subjected to Channelized Traffic  AD  296 042  
TR 3-612  Nov  1962  A Technique for r~apping Terrain ~1icrogeometry  AD  295 473  
TR  3-619  t1ar 1963  Three-Dimensional Studies  Electrical  Analogy Seepage Model  
May  1964  Appendix A  Flow to Circular Well Arrays Centered side a Circular Source; Series G  In AD  735 840  
Mar 1965  Appendix  B  Flow to a Single Well Centered Inside a Circular Source; Series H, by D. C. Banks  AD  735 841  
TR 5-622  Apr 1963  Organization and Presentation of for Office of Civil Defense Use; (includes Appendixes A-E)  Environn~ntal Data A Feasibility Study  AD  402 917  
Sep  1964  Appendix  F  Engineering-Geologic Map  Folio;  Cost  .A.D  447 529  
Analysis, by R. T. Saucier; Appendix G: Environmental Data Source; Directory Investigations  
TR 3-624  Jun 1963  Aircraft Operations on Unsurfaced Soil; Soil ments and Analyses, Project ROUGH ROAD ALPHA  Measure AD  410 099  

SOILS  AND  PAVEr·1ENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 3-630  Analogs  of Yuma  Terrain:  
Feb 1958 Revised  Report 1  Analogs of Yuma African Desert  Terrain  in  the Northeast  
Jun 1962  
Mar 1959 Revised  Report 2  Analogs of Yuma Asian Desert  Terrain  in  the South Central  AD  478 846  
Aug 1962  
Apr 1959  Report 3  Analogs  of Yuma  Terrain  in  the Mexican Desert  AD  478 847  
Report 4  Analogs  of Yuma Terrain  in the t1iddle East  
Desert:  
May 1960 Revised Jun 1966  Volume  Analogs of Yuma Terrain in the Middle East Desert, by C. R. Kolb and W. K. Dornbusch, Jr.  AD  487 475  
r~ay 1960  Volume  II  Analogs of Yuma Eastern Desert  Terrain  in  the Middle  AD  478 848  
Revised Jun 1966  Volume  II  Analogs of Yuma Terrain in the Middle East Desert, by C. R. Kolb and W. K. Dornbusch, Jr.  AD  487 434  
Report 5  Analogs of Yuma Terrain United States Desert:  in  the Southwest  
Jun 1963  Volume  AD 466 089  
Jun  1963  Volume  II  AD  450 611  
Report 6  Analogs of Yuma Terrain in the Northwest African Desert:  
Feb 1958 Revised Jun 1965  Volume  I, by J. R. Van Lopik, J. H. Shamburger  C.  R.  Kolb,  and  AD  466 206  
Feb 1958  Volume  II  AD  466 207  
Revised  
Jun  1965  
TR 3-632  Development and Evaluation of Soil Bearing Capacity,  
Foundations of Structures:  
Jul  1963  Report  1. Field Vibratory Tests Data  AD  672 494  
TR  3-634  Sep  l9G3  Engineering Tests of Experimental Tll Landing Mat (includes Appenctix A),  Aluminum Airplane  AD  450 622  
Feb 1966  Appendix  B  Development of Revised Design Criteria for Tll Landing Mat, by D. N. Brown  AD  630 599  

SOILS  AND  PAVEMENTS  LABORATORY  
Technical  Reports  
Num::..:be:.:.r__  nate  Title  AD  tlumber  
TR  3-638  Jan 1964  Laboratory and  Field Study of Epoxy-Asphalt Concrete  AD  434 896  
TR 3-642  Feb 1964  Review of Soils Design, Construction and Performance Observations, Overbank Structure, Old River Control  AD  735 774  
,Jan 1968  Appendix A  Pumping Tests and Well Cleaning Operations, 1966, by C. C. Trahan and F. Mitronovas  AD  A054 084  
Oct 1971  Appendix R  Pumping Tests and Well Cleaning Operations, 1969-1970, by C. C. Trahan and R. L. i1ontgomery  AD  A054 085  
Mar 1975  Appendix C  Pumping Tests and Well  Cleaning Operations,  
1973, by  t~.  A. Vispi  
TR 3-648  Feasibility of Constructing Large Underground Cavities:  
Jul  1964  Volume  Background,  Site Selection, and Summary  AD  621 729  
Jun 1964  Volume  II  The Stability of Deep Large-Span Underground Openings  AD  621 747  
Jun 1964  Volur1e  I I I  Report on Cost and Constructability  AD  621 742  
TR 3-658  Groundwater in Alluvium of the Lower Mississippi Valley (Upper and Central Areas), by E. L. Krinitzsky and  
J. C. Wire:  
Sep 1964  Volume  AD  735 772  
Sep 1964  Volume  II  AD  735 773  
TR  3-659  Sep 1964  Geological Investigation of the St. Supplements), by R. T. Saucier  Francis Basin  (and  
TR 3-664  Oct 1964  Helicopter Downwash  Blast Effects Study. by G.  W. Leese  AD  452 177  
TR 3-675  Anchor Systems for Prefabricated Membrane Surfacing for Army Helicopter Landing Pads:  
t1ay 1965  Report 1  Engineering Tests, t1ay 1964, by S.  G. Tucker  AD  616 249  
TR 3-677  Jun 1965  Engineering Tests of Tl3 by Robert Turner  Plastic Airplane Landing Mat,  AD  620 041  
TR  3-679  Jun 1965  Operational Test of i1odi fied Tll Aluminum Landing Mat, England AFB, Louisiana, by C. D. Burns and G. L. Carr  AD  620 031  
TR 3-580  Jun 1965  Improved Beach t1atting for U. S. Navy Amphibious Operations, Engineer Tests, January-August 1964, by S. G. Tucker  AD  620 138  
n  3-686  Aug  1965  Portable Surfacing for IJ. S. Army Helicopter Landing Pads, Engineering Field Tests, by S. G. Tucker  AD  621 685  

S-82 
SOILS AND PAVEMENTS LABORATORY 
Number Date Title 	AD Number
---------------------------·-------------------·----------
----·------
TR 3-699 	Engineering Properties of Nuclear Craters: 
Oct 1965 Report 1 	Site Selection Investigations, Wet Medium AD 626 899 Cratering Experiments, by R~ T. Saucier and 
D. c. Banks 
Report 2 	Theoretical Studies of Cratering Mechanisms Affecting the Stability of Cratered Slopes, Phase II, by A. s~ Vesic, W. E. Wilson, 
G. w. Clough, and T. L. Tai 
Dec 1965 Report 3 	Review and Analysis of Available Information on AD 487 981 Slopes Excavated in Weak Shales, by R. c. Hirschfeld, R. V. Whitman, and L. A. Wolfskill 
Aug 1967 Report 4 	The Formation and Initial Stability of Slopes AD 668 918 on Cohesionless Materials, by B. N. Maciver 
Dec 1966 Report 5 	Residual Shear Strength of iieak Shales, by AD 651 746 
H. G. Herrmann and L. A. Wolfskill 
Mar 1967 Report 6 	Theoretical Studies of Cratering Mechanisms AD 668 247 Affecting the Stability of Cratered Slopes, Phase III, by Tein-Lie Tai and A. s. Vesic 
TR 3-700 Nov 1965 	Portable Surfacing for u. S. Army Pioneer-Type Runways, AD 626 150 Laboratory and Engineering Field Tests, by s. G. Tucker 
TR 3-712 Jan 1966 	Selected Geologic Literature, Lower Mississippi Vallev AD 628 983 Division Area, Index and Annotated Bibliography, by 
R. T~ Saucier 
Aug 1984 	Supplement 6, by R. T. Saucier and R. w. Hunt (includes AD A\48 945 Appendixes A-B) (supersedes Supplement 5 which superseded Supplements 1-4) 
TR 3-714 Feb 1966 Artillery ileapon Dust Alleviation Tests, bv J. L. Decell AD 628 731 
* TR 3-721 Nov 1966 Evaluation of Applicability of AASHO Road Test Results AD 804 117L to Corps of Engineers Flexible Pavement Design Criteria, by D. N. Brown and P. J. Vedros 
TR 3-722 May 1966 	Embankment Pore Pressures During Construction, bv G. li. AD 735 842 Clough and J. W. Snyder 
TR 3-737 	Aircraft Ground-Flotation Investigation: 
Aug 1967 Part I 	Basic Report, by D. M. Ladd and H. H. Ulery AD 821 088 
Apr 1966 Part II 	Data Report on Test Section 1, by W. N. AD 484 672 Brabston, A. H. Rutledge, and w. J. Hill 
Apr 1966 Part III 	Data Report on Test Section 2, bv W. N. AD 484 673 Brabston, A. H. Rutled~e, and W. J. Hill 
* Statement 	B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 

Technical  Reports  
Number  Date  TitlE:  AD Number  
TR 3-737  
(Cant)  Apr 1966  Part IV  Data Report on Test Section 3, by W. N. Brabston, A. H. Rutledge, and W. J. Hill  AD  485 274  
Aug  1966  Part V  Data Report on Test Section 4, byBrabston and W. J. Hill  1~.  N.  AD  809 381  
Aug  1966  Part VI  Data Report on Test Section 5, byBrabston and W. J. Hill  \~.  N.  AD  809 189  
Aug  1966  Part VII  Data Report on Test Section 6, byBrabston and W. J. Hill  \~.  tJ.  AD  809 190  
Aug  1966  Part VIII  Data Report on Test Section 7, by H. Brabston and W. J. Hill  N.  AD  808 382  
Sep 1966  Part IX  Data Report on Test Section 8, by A. Rutledge and W. J. Hill  H.  AD  805 290  
Sep 1966  Part X  Data Report on Test Section 9, by H. Brabston and W. J. Hill  N.  AD  805 295  
Sep 1966  Part XI  Data Report on Test Section 10, by w. Brabston and W. J. Hill  N.  AD  805 278  
Sep 1966  Part XII  Data Report on Test Section 12, by w. Brabston and G. M. Hammitt  N.  AD  805 279  
Oct 1966  Part XIII  Data Report on Watkins and G.  Test Section M. Hammitt  p~'  by J.  E.  AD  809 193  
Sep 1966  Part XIV  Data Report on Watkins and G.  Test Section 14, by J. M. Hammitt  E.  AD  805 296  
Sep 1966  Part XV  Data Report on Watkins and G.  Test Section 14A, by J. M. Hammitt  E.  AD  805 280  
Sep 1966  Part XVI  nata ReportWatkins and  on 1~.  Test Section 15' J. Hill  by J.  E.  AD  805 297  
Sep 1966  Part XVI I  Data Report on Watkins and G.  Test Section 16, by J. M. Hammitt  E.  AD  805 298  
Sep 1966  Part XVI I I Data Report on Watkins and W.  Test Section 17, by J. J. Hill  E.  AD  805 281  
Oct 1966  Part XIX  Data Report on Light-Load Traffic Tests, byA. H. Rutledge and G. M. Hammitt  AD  808 381  

Number  Date  
TR 3-741  Sep 1966  
TR 3-757  Feb 1967  
TR 3-772  Apr 1967  
TR 3-773  Apr 1967  
TR 3-777  Apr 1967  
TR 3-779  Jun 1967  
TR 3-781  Jun 1967  
TR 3-786  Jul  1967  
TR 3-793  Aug  1967  
TR 3-798  Nov  1967  
TR 3-800  Nov  1967  
TR 3-803  Nov  1967  
TR 3-812  Jan 1968  
TR 3-820  Apr 1968  
* TR  S-68-1  Apr 1968  
TR S-68-2  Jul  1968  

AD 824 225 

* Statement B. See Preface. 
SOILS AND PAVEMENTS LABORATORY 
Technical Reports 
Title 
Pile Tests, Columbia Lock and Dam, Ouachita and Black Rivers, Arkansas and Louisiana, by N. L. Worth, G. W. Clough, J. C. Chang, and C. C. Trahan 
Geological Investigation of the Boeuf-Tensas Basin (and Supplements), by R. T. Saucier 
Engineering Tests of Tl7 Membrane Used as All-Weather Surfacing for Two-Way Military Roads, by S. G. Tucker and T. W. Voller 
Laboratory and Engineering Field Tests of ElectronicWelded Membrane Surfacing (Tl5) for Helicopter Landing Pads, by S. G. Tucker 
Stability of Slopes and Foundations (Reprint of El1 1110-2-1902 dated February 1962) 
Evaluation of Gasketing Tapes for Waterproofing Structural-Plate Joints and Seams, by C. C. Calhoun 
Laboratory Investigation of Soil Infiltration Through Pipe Joints, by E. H. Nettles and J. R. Compton 
Drainage Characteristics of Base Course t1aterials, Laboratory Investigation, by E. H. Nettles and c. C. 
Cal hour. 
A r,1odel Study of the Small Boy Footing Behavior, by 
P. F. Hadala and J. G. Jackson 
Geological Reconnaissance of the Sulphur River and Cypress Creek Basins, Texas, by R. T. Saucier 
Engineering Tests of Tl4 Plastic Airplane Landing Mat, by H. L. Green 
Effect of Placement i~ethod on Response of Soil Stress Gage, by P. F. Hadala 
Evaluation of TlO Dust-Alleviation-Type Steel Landing 
Mat as Expedient Surfacing for Tactical Assault Air
fields; Engineering Field Tests, 1961-1966, by S. G. 
Tucker 
Engineering Tests of Modified Tl2-Plastic Airplane 
Landing Mat, by H. L. Green 
Soil Property Investigation for HEST Test V, by J. G. 
Jackson and J. E. Windham 
Pore Pressures in Embankment Foundations, by J. H. 
Snyder 
AD 
AD 

AD 

AD 
AD AD AD AD 
AD AD 
AD 
AD 

AD AD AD 
Number 730 738 
812 809 
813 587 
756 351 816 071 653 599 655 505 
659 254 730 739 
663 797 826 466 
832 940 888 293L 730 745 
Number  Date  
* TR  S-68-3  Jul  1968  
TR S-68-4  Aug  1968  
TR S-68-6  
Sep 1968  
Nov  1969  
May 1969  
TR S-68-7  Sep 1968  
TR  S-68-8  Nov  1968  
TR S-68-9  Nov  1968  
TR  S-68-10  Dec  1968  
TR  S-69-2  Mar 1969  
TR  S-69-3  r~ar  1969  
r~ar  1969  
TR  S-69-4  Apr 1969  
TR  S-69-6  Jul  1969  
TR  S-69-7  
*  Jun 1971  
* Statement B.  See Preface.  

SOILS AND 	PAVH1ENTS LABORATORY 
Technical 	Reports 
Title 
Braking Tests on Nonskid Materials Applied to Tl7 t1embrane Surfacing, November l964-t1arch 1966, by 
R. H. Grau and S. G. Tucker 
Sidewall Friction Reduction in Static and Dynamic Small Blast Load Generator Tests, by P. F. Hadala 
Gyratory Compaction of Soils: 
Report 1 	Pit-Run Clay Gravel, Data Report, by W. B. Abbott 
Report 2 	Lean Clay, Data Report, by J. F. Sirr, 
S. L. Webster, and L. M. Womack 
Report 3 	Crushed Limestone, Data Report, by W. B. Fenwick 
Analysis of Data from Instrumentation Program, Port Allen Lock, by W. C. Sherman and C. C. Trahan 
Effect of Shallow Burial on Load-Displacement-Time Response of Square Footings in Clay Under Impulsive Loading, by E. B. Perry 
Design and Evaluation of a Device for Determining the One-Dimensional Compression Characteristics of Soils Subjected to Impulse-Type Loads, by Larry Schindler 
Pile Tests, Jonesville Lock and Dam, Ouachita and Black Rivers, Arkansas and Louisiana, by C. R. Furlow 
Geological Investigation of the Ouachita River Area, Lower Mississippi Valley, by A. R. Fleetwood 
A Model Study of Dynamically Loaded Square Footings on Dry Sand, by J. K. Poplin 
Appendixes A-J, by J. K. Poplin 
Geological Investigation of the Mississippi River Area, Artonish to Donaldsonville, La., by R. T. Saucier 
Effects of Relative Density and Pulse Duration on 
Dynamic Response of Footings Buried in Sand, by 
P. F. Hadala and J. K. Poplin 
Distribution of Coarse-Grained Construction Materials and Potential Construction Sites in the Mekong Delta, South Vietnam: 
Volume I Text, by \L K. Dornbusch 
AD Number 
AD 837 658 

AD 675 396 
AD 679 165 AD 701 191 AD 689 454 AD 730 746 AD 680 905 
AD 680 317 
AD 730 747 
AD 685 825 
AD 692 299 
AD 885 547L 
Number 
TR S-69-7 
* (Cont) * 
TR S-69-8 
TR S-69-10 

TR S-70-1 
TR S-70-2 

TR S-70-3 
TR S-70-5 

TR S-70-9 

* Statement B. 
Date 
Aug 1969 
Jun 1970 
Sep 1969 
Nov 1969 Jun 1970 Jun 1970 Jun 1970 Apr 1970 
t1ay 1970 
t1ay 1970 ,Jul 1970 ,Jan 1973 Nov 1970 
Apr 1975 See Preface. 
SOILS AND 	PAVEr1ENTS LABORATORY 
Technical 	Reports 
Title 
Volume II 	Plates, by \L P. Covey, J. R. f1ay, and \·J. K. Dornbusch 
Supplement to Volume II, by \4. K. Dornbusch, J. R. May, and H. K. Woods 
Geology of Backswamp Deposits in the Atchafalaya Basin,Louisiana, by E. L. Krinitzsky and F. L. Smith 
Foundation Investigations, NASA Mississippi Test Facility: 
Report 1 	Static and Vibratory Load Testing of Foundation Piles at Test Stand S-lC, by J. B. Stevens 
Report 2 	Static Load Testing of Foundation Piles at Test Stand S-II, Al, by J. R. Stevens, Jack Fowler, and R. G. Guernsey 
Report 3 	Load Transfer by Foundations S-lC and S-II Test Complexes During Construction, by Jack Fowler and iJ. B. Stevens 
·, 
Report 4 	Dynamic Behavior of Piling During Initial Test Firings on the S-lC and S-II Test Complexes, by Jack Fowler 
I 
Acoustic Subbottom Profiling Systems, a State-of-the
Art Survey, by R. T. Saucier 
Correlation of Rackswamp Sediments, Atchafalaya Test Section VI, Atchafalaya Levee System, Louisiana, by
E. L. Krinitzsky 
Effect of Saturation on Dynamic Response of Footings in Sand, by J. K. Poplin 
Thickness Requirements for IJnsu rfaced Roads and Airfields; Bare Base Support, Project 3782-65, by
G. M. Hammitt and W. Aspinall 
Errata Sheet No. 1 
I 
Study of Clay ~hale Slopes Along the Panama Canal: 
Report 1 	East Culebra and West Culebra Slides and the r1odel Slope, by R. J. Lutton and D. C. Banks 
Report 2 	His tory, r.eo1 ogy, and r~echan ics of Deve1opmentof Slides in Gaillard Cut: 
Volume 	Text, by R. J. Lutton 
AD Number AD 863 584L AD 875 325L AD 695 617 
AD 698 028 AD 708 553 AD 708 554 AD 708 555 AD 706 212 
AD 710 966 AD 707 956 AD 713 897 
AD 715 977 
S-87 
SOILS AND PAVEMENTS LABORATORY 
Technical Reports 
AD NumberNumber Date 
Ti tl_e____ ,---------------------------------
TR S-70-9 
(Cont) De~ 1974 Volume II 	Plates of Maps and Sections, by R. J. Lutton, R. W. Hunt, w. L. Murphv, with contributions by R. H. Stewart 
Jun 1975 	Report 3 Engineering Analyses of Slides and Strength AD A013 516 
Properties of Clay Shales Along the Gaillard Cut, by D. c. Banks, w. E. Strohm, Jr., Mariano De Angulo, and R. J. Lutton 
Aug 1978 	Supplemental Report, A Reanalysis of the East Culebra AD A061 404 Slide, Panama Canal, by D. c. Banks 
TR S-71-2 	Investigation of Plane Strain Shear Testing: 
Mar 1971 Report 1 	WES High-Capacity Plane Strain Shear AD 756 120 Apparatus, bv M. M. Al-Hussaini 
Jun 1971 Report 2 	Drained Plane Strain and Triaxial Compression AD 756 121 Tests on Crushed Napa Basalt, by M. M. Al-Hussaini 
Sep 1972 Report 3 	Plane Strain and Triaxial Compression Tests AD 756 122 on Painted Rock Dam Material, by M. M. Al-Hussaini 
TR S-71-4 Ground Sho~k 	Calculation Parameter Study: 
Apr 1971 Report 1 	Effect of Various Nonlinear Elastic-Plastic AD 723 981 Model Formulations, by G. Y. Baladi and 
P. F. Hadal a 
Nov 1972 Report 2 	Effects of Various Bottom Boundarv Conditions, AD 752 423 by G. Y. Baladi 
Apr 1974 Report 3 	Influen0e of Type of Constitutive Model on AD 778 164 Ground Motion Calculations, by G. Y. Baladi and I. Nelson 
TR S-71-5 Jun 1971 	Geological Investigation of the Western Lowlands Area; Lower Mississippi Vallev, by R. T. Saucier and 
F. L. Smith 
TR S-71-6 	Engineering Properties of Clay Shales: 
Jun 1971 Report 1 	Development of Classification Indexes for Clay AD 756 123 Shales, bv W. Heley and B. N. Maciver 
Aug 1974 Report 2 	Residual Shear Strength and Classification AD 786 554 Indexes of Clay Shales, bv F. C. Townsend and 
P. A. Gilbert 
Sep 1976 Report 3 	Preliminary Triaxial Test Program on Taylor AD A032 992 Shale from Laneport Dam, by R. H. G. Parry 
Sep 1982 Report 4 	Laboratory and Computational Procedures for AD A121 448 Prediction of Pore Pressures in Clay Shale Foundations, by D. A. Leavell, J. F. Peters, and F. C. Townsend (includes Appendixes A-C) 
S-88  
SOILS AND  PAVEMENTS LABORATORY  
Technical  Reports  
Number  Date  Title-------------- AD  Number  
TR  S-71-10  Jul  1971  Evaluation of Anchors  Used  to  Secure Membrane Surfacings,  AD 729 802  
by  R.  H.  Grau  
TR  S-71-ll  Aug  1971  Comparison of Performance of Experimental Membranes,  AD 729 803  
Nonskid  Compounds, Adhesives,  and  Earth Anchors with  
Regard  to  C-130 Aircraft Operational Requirements, by  
T. w.  Voller  
* TR  S-71-12  Nov  1971  A One-Dimensional  Plane Wave  Propagation Code  for  AD  889 905L  
Layered  Nonlinear  Hysteretic Media, by  N. Radhakrishnan  
and  B. Rohani  
TR  S-71-14  Earth Vibration Effects and  Abatement for Military  
Facilities:  
Nov  1971  Report 1  Site Selection for Ground  Motion Studies,  AD 733 875  
by L.  w.  Heller  
Apr  1972  Report 2  The  Particle Motion Field Generated  by the  AD  741 772  
Torsional Vibration of a  Circular Footing  
on  Sand, by  L. W.  Heller  
Sep 1972  Report 3  Analysis Method  for Footing Vibrations  AD  749 507  
Through Layered Media, by Gunter Waas  
Jan 1974  Report  4  Ground  Motion Transmission in  Nonhomogeneous  AD  A025  364  
Soils, by  R. A. Weiss  
TR  S-71-15  Nov  1971  Development of a  Dvnamic  High-Pressure Triaxial  Test  AD 734 312  
Device, by  J. Q.  Ehrgott and  R. C. Sloan  
* TR  S-71-16  Dec 1971  Evaluation of a  Transmitting Boundary for  a  Two AD  889 996L  
Dimensional Wave  Propagation Computer Code, by Paul  
Had ala  
TR  S-71-17  Multiple-Wheel Heavy Gear Load  Pavement Tests:  
Nov  1971  Volume  I  Basic  Report, by  R.  G.  Ahlvin,  H.  H.  Ulery,  AD  889 705  
R.  L.  Hutchinson,  and  J. L.  Rice  
Nov  1971  Volume  II  Design,  Construction,  and  Behavior Under  AD  889 889  
Traffic, by C.  D. Burns,  R.  L.  Hutchinson,  
H.  H.  Ulerv,  J. E.  Watkins,  and  R. W.  Grau  
Nov  1971  Volume  IliA Presentation and  Initial Analysis of  AD  890 779  
Stress-Strain-Deflection and  Vibratory  
Measurements; Instrumentation, by  R. H.  
Ledbetter,  J.  L.  Rice,  H. H. Ulery,  F. w.  
Kearnev,  and  J. B.  Gambill  

SOILS AND  PAVEMENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR S-71-17  
(Cont)  Nov  1971  Volume  IIIB Presentation and Initial Analysis of StressStrain-Deflection and Vibratory 11easurements; nata and Analysis, by R. H. Ledbetter, J. L. Rice, H. H. Ulery, F. W. Kearney,J. B. Gambill, and J. W. Hall  AD  890 780  
Nov  1971  Volume 1V  Analysis of Behavior Under Traffic, by G. Hammitt, R. L. Hutchinson, J. L. Rice,  M.  AD  890 668  
0. 0. Thompson, and D. N. Brown  
TR S-72-2  Feb 1972  Effect of Grid Size on Cutoff Frequency in the Numerical Solution of an Elastic One-Dimensional Wave PropagationProblem, by P. F. Hadala and H. M. Taylor  AD  738 533  
TR  S-72-4  Apr 1972  Physical Property and Dynamic Compressibility Analysis of the Watching Hill Blast Range, by J. G. Jackson  AD  741 773  
TR  S-72-5  Apr 1972  An Evaluation of an Existing Procedure for Determining Shear Moduli at Depths by In Situ Vibratory Technique, by ,Jack Fowler  AD  A050  481  
TR S-72-6  t1ay 1972  Dynamic Response of Rectangular Footings Sand, by H. M. Taylor  in Clay and  AD  743 634  
TR S-72-7  Jun 1972  Development of Design Criteria and Acceptance Specifi AD  745 085  
cations  for Plastic Filter Cloths, by C.  C. Calhoun  
TR S-72-10  Jun 1972  Analysis of Data from Instrumentation Program, River Lock, by W. C. Sherman and C. C. Trahan  Old  AD  756 126  
TR S-72-11  Aug  1972  State-of-the-Art of Marine So{ltion Engineering  Mechanics and Founda AD  747 366  
TR S-72-12  Nov  1972  In Situ Tests for the Determination of Rock Mass Shear  AD  752 422  
Strength, by T. W. Zeigler  
TR S-73-3  May  1973  Evaluation of Redesigned XW18 Membrane and Accessories, by F. M. Palmer  AD  761 089  
TR S-73-4  May  1973  Analysis of Stress and Strain Distributions in Triaxial Tests Using the r1ethod of Finite Elements, byN. Radhakrishnan  AD  763 181  
TR S-73-5  Seepage in Mississippi River Banks:  
May 1973  Report 1  Analysis of Transient Seepage Using a ViscousFlow t1odel and the Finite Difference and  AD  762 556  
Finite Element 14ethods, by C. S. Desai  
TR  S-73-6  Aug  1973  Effect of Constitutive Properties of Earth Media on Outrunning Ground Shock from Large Explosions, byP. F. Hadala  AD  768 176  

Number . TR S-73-10 
TR S-73-11 
TR S-73-12 
TR S-73-13 TR S-74-1 
TR S-74-2 TR S-74-3 TR S-74-5 TR S-74-6 
TR S-74-7 TR S-74-8 Date 
Oct 1973 
Oct 1973 
Oct 1973 
Dec 1973 Jan 1974 
Feb 1974 Apr 1974 Jul 1974 Jul 1974 
Sep 1974 
Jun 1974 
Apr 1977 Dec 1974 
SOILS AND 	PAVEMENTS LABORATORY 
Technical 	Reports 
Title 
Material Property Investigation for Project MIDDLE 
GUST, Events I, II, and III: 
Report 1 	Subsurface Exploration and Laboratory Test 
Results, by J. E. Windham, E. E. Chisolm, 

J. L. Gatz, 	and J. T. Lewis 
t1aterial Property Investigation for Project MIDDLE GUST,Events IV and V: 
Report 1 	Subsurface Exploration and Laboratory Test 
Results, by R. A. Knott, r1. A. Vispi, and 

W. J. Farrell 
Model Study 	of the Response of Silo-Type Structures in 
Dry Sand Under One-Dimensional Plane Wave Loading, by
E. B. Perry 
Vehicle/Road Compatibility Analysis and t1odification 
Systems (VRCAt4S), by V. C. Barber and N. R. t4urphy 
An Evaluation of the Thermocouple Psychrometric Tech
nique for 	the Measurement of Suction in Clay Soils, by
L. D. Johnson 
Engineer Design Test of Heavy-Duty Membrane Airfield 
Surfacing, by F. M. Palmer 
Analysis of Pile Tests, by W. C. Sherman, Jr., D. M. 
Holloway, 	and C. C. Trahan 
Geological Investigation of the Lower Red River
Atchafalaya 	Basin Area, by F. L. Smith and D. P. Russ 
Finite Element,Analysis of the Columbia Lock Pile 
Foundation System, by C. S. Desai, L. D. Johnson, and 
C. M. Hargett 
·Stresses and Shearing Resistance in Soil Beneath a Rigid Wheel, by M. M. Al-Hussaini and P. A. Gilbert 
Comparative Performance of Structural Layers in Pavement Systems: 
Volume I 	Design, Construction, and Behavior Under 
Traffic of Pavement Test Sections, by C. D. 
Burns, C. 	L. Rone, W. N. Brabston, and H. H. 
Ulery, Jr. · 
Volume II 	Analysis of Test Section Data and Presentation of Design and Construction Procedures 
Volume III 	Design and Construction of MESL, by G. M. 
Hammitt II 

AD Number 
AD 771 036 
AD 771 920 
AD 771 927 
AD 772 962 
AD 774 863 

AD 776 331 
AD 779 425 
AD A037 805 
AD A049 480 

AD AOOO 609 

AD 785 024 

AD A052 154 
AD A005 893 

SOILS AND  PAVH1ENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR S-74-8 (Cont)  Jan 1977  Volume  IV  Analysis of Insulating Layers in Pavement Test Sections, by W. R. Barker and Frazier Parker, Jr.  AD  A038 116  
* TR  S-74-9  Nov  1974  Ratiocinative Design Criteria for Membrane-EnvelopedFine-Grained Soil Layers, by G. M. Hammitt II  AD  B025 049L  
TR  S-74-10  Prestressed Concrete Pavements:  
Oct 1974  Volume  Dulles Test Road  Instrumentation and Load  AD  AOOO  456  
Tests, by E.  C. Odom and R.  H. Ledbetter  
Nov  1974  Volume  II  Design and Construction Procedures for Civil 'Airports, by E. C. Odom and P. F. Carlton  AD  A003 477  
TR  S-74-11  Sep 1974  Aircraft-Pavement Compatibility Study, by F. Jr., and M. A. Gamon  H. Griffis,  AD  AOOl  408  
TR S-74-12  Nov  1974  Steel Fibrous Concrete for Airport Pavement Applications, by Frazier Parker, Jr.  AD  A003 123  
Dec 1975  Errata Sheet No.  1  
TR S-75-1  Jan 1975  Evaluation of Experimental Polyurethane-Coated Membranes, by T. W. Vollor  AD  A005 151  
TR S-75-2  Jan 1975  Field Tests of Tl6 Membrane Beneath A~12-A~15-Landing-Mat-Surfaced SATS Airfield, by R. H. Grau  AD  A006 144  
* TR S-75-3  Mar 1975  Material Property Investigations for the ESSEX I Test Site at Fort Polk, Louisiana, by J. Q. Ehrgott and R. Stanley (includes Appendixes A-J)  L.  AD  B004 634L  
* TR  S-75-5  Jun 1975  Wave Equation Analyses of Pile Driving, by D. way (includes Appendixes A-B)  M. Hollo- AD  B004 854L  
TR  S-75-6  Jun 1975  Pleistocene Sediments of the New Orleans-Lake Pontchar 
train Area, by C.  R. Kolb,  F. L. Smith, and R.  C. Silva  
TR  S-75-7  Jun 1975  An Analytical Study of Projectile Penetration Into Rock, by D. K. Butler  AD  A012 140  
TR S-75-8  Jun 1975  Evaluation and Selection of Experimental Membranes Use as Medium-Duty Surfacing, by A. J. Bush III  for  AD  A012  144  
TR S-75-9  Development of a Projectile Penetration Theory:  
Jun 1975  Report 1  Penetration Theory for Sha11 ow to ~1oderate Depths, by R. S. Bernard and S. V. Hanagud (includes Appendixes A-0)  AD  A013  361  
Feb 1976  Report 2  Deep Penetration Theory for Homogeneous Layered Targets, by R. S. Bernard  and  AD  A022 649  
* Statement B.  See Preface.  

S-92  
SOILS AND  PAVEMENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
* TR S-75-10  Jul  1975  Development of a Structural Design Procedure for AllBituminous Concrete Pavements for Military Roads, by W. N. Brabston, W. R. Barker, and G. G. Harvey (includes Appendixes A-D)  AD  B006 299L  
TR S-75-11  Pavement Response to Aircraft Dynamic Loads:  
Jun 1975  Volume  Instrumentation Systems and Testing Programs, by W. J. Horn and R. H. Ledbetter  AD  A016 450  
Sep 1975  Volume  II  Presentation and Analysis of Data, by R. Ledbetter  H.  AD  A022 806  
Sep 1975  Appendix A Automatic Data Processing, by B.  W.  
~1cCleave  
Sep 1975  Appendix B  Data, by R.  H. Ledbetter  AD  A018 337  
Jun 1976  Volume  III  Compendium, by R.  H. Ledbetter  AD  A028 378  
TR S-75-13  Oct 1975  Effects of Anisotropic Versus Isotropic Consolidation in Consolidated-Undrained Triaxial Compression Tests of Cohesive Soils, by R. T. Donaghe and F. C. Townsend (includes Appendixes A-C)  AD  A049 481  
TR S-75-14  Nondestructive Vibratory Testing of Airport Pavements:  
Sep 1975  Volume  I  Experimental Test Results and Development of Evaluation Methodology and Procedure, by J. L. Green and J. W. Hall (includes AppendixesA-C) !  AD  A017  511  
Apr 1975  Volume  II  Theoretical Study of the Dynamic! Stiffness and Its Application to the Vibratory Nondestructive ~1ethod of Testing Pavements, byR. A. Weiss :  AD  A013  681  
TR  S-75-15  Nov  1975  Piping in Earth Dams Constructed of Dispersive Clay; Literature Review and Design of Laboratory Tests, byE. B. Perry (includes Appendixes A-C)  AD  A018 695  
Aug  1976  Errata Sheet  
TR  S-75-16  Dec  1975  Investigation of K Testing in Cohesionless Soils, by M. M. Al-Hussaini ~nd F. C. Townsend  AD  A019 503  
TR S-75-17  Sep 1975  Development of a Structural Design Procedure for Flexible Airport Pavements, by W. R. Barker and W. N. Brabston (includes Appendixes A-K)  AD  A019 205  
TR  S-76-1  Mar 1976  Dynamic Analysis of Fort Peck Dam, by W. F. Marcuson and E. L. Krinitzsky (includes Appendixes A-E)  III  AD  A022  390  

* Statement B. See Preface. 
SOILS AND  PAVEMENTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  S-76-2  Jan 1976  Determination of Rock Mass Permeability, by T. Zeigler (includes Appendixes A-C)  W.  AD  A021  192  
TR S-76-3  Feb 1976  An Iterative Layered Elastic Computer Program for Rational Pavement Design, by Yu T. Chou (includes Appendixes A-C)  AD  A024 334  
TR S-76-4  Jun 1976  Effect of Backfill Compaction on Design Criteria for Hardened Facilities: Results of Soil-Structure Interaction Calculations for Dry Types I and II Backfill Materials, by J. E. Windham (includes Appendixes A-B)  AD  A026 936  
TR S-76-5  Jun 1976  Geology and Geotechnical Properties of Laterite Gravel, by F.. L. Krinitzsky, D. M. Patrick, and F. C. Townsend (includes Appendixes A-F)  AD  A026  505  
TR  S-76-6  Jun 1976  Review and Analysis of Blasting and Vibrations head Lick, by R. J. Lutton  at Bank AD  A026  735  
TR  S-76-7  Jun 1976  The Changeable Interaction Between Soils and Pressure Cells; Tests and Reviews at the Waterways ExperimentStation, by M. J. Hvorslev  AD  A029  161  
Aug  1976  Errata Sheet No.  1  
TR S-76-8  Jun 1976  Analysis of Behavior of Expansive Soil Foundations, byL. D. Johnson and W. R. Stroman (includes Appendixes A-D)  AD  A028  724  
TR  S-75-9  Aug  1976  Investigation of Accelerated Curing of Soil-Lime and Lime-Fly Ash-Aggregate 11ixtures, by F. C. Townsend and R. T. Donaghe (includes Appendixes A-F)  AD  A029  142  
TR  S-76-10  Sep 1976  Evaluation of Parameters Affecting Horizontal Stability of Landing Mats, by Yu T. Chou, H. R. Barker,·and W. P. Dawkins (includes Appendix A)  AD  A030 882  
TR  S-76-11  Sep 1976  Effect of Horizontal Reinforcement Earth !lasses, by t1. 11. Al-Hussaini  on Stability of and E. B. Perry  AD  A036 120  
TR  S-76-12  Aug  1976  Evaluation of Nonl i near Resilient t1odul i of Unbound Granular Materials from Accelerated Traffic Test Data, by Yu T. Chou (includes Appendix A)  AD  A030 377  
* TR  S-76-13  Nov  1976  Projectile Penetration in Earth t1aterial s: Computer Analysis, by R. S. Bernard and D. (includes Appendixes A-D)  Theory and C. Creighton  AD  B016 183L  
TR  S-76-14  Nov  1976  An Evaluation of the Design and Applications of Yieldable Rock Bolts, by W. 0. Miller (includes Appendix A)  AD  A034 026  
TRS-76-15  Dec  1976  Pavement Deterioration Analysis for Design and Evaluation Systems, by V. C. Barber, E. C. Odom, and R. w. Patrick (includes Appendix A)  AD  A037 076  
* Statement B.  See Preface.  

Number  Date  
TR  S-76-16  Nov  1976  
TR S-76-17  Sep 1976  
TR S-77-1  Feb 1977  
TR S-77-2  Feb 1977  
TR S-77-3  Apr 1977  
TR S-77-4  May  1977  
* TR S-77-5  May 1977  
TR S-77-6  Jul  1977  
TR S-77-7  Aug  1977  
TR S-77-8  Feb 1977  
TR S-77-9  Feb 1977  
TR S-77-10  Sep 1977  
TR S-77-11  Aug  1977  
TR S-77-12  Nov  1977  
TR S-78-1  Jan 1978  
* Statement B.  See Preface.  

SOILS AND PAVE~1ENTS LABORATORY 
Technical Reports 
Title 
Plastic and Resilient Properties of Heavy Clay Under Repetitive Loadings, by F. C. Townsend and E. F.. Chisolm 
(includes Appendix A) 
Behavioral Characteristics of Gravelly Sand and Crushed Limestone for Pavement Design, by E. E. Chisolm and 
F. C. Townsend (includes Appendix A) 
Investigation of Construction Techniques for Tactical Bridge Approach Roads Across Soft Ground, by S. L. Webster and J. E. Watkins 
Microearthquake Monitoring at Corps of Engineers Facilities, by D. M. Patrick (includes Appendix A) 
Constitutive Property Investigations in Support of Full-Scale Penetration Tests in Dakota Sandstone, San Ysidro, New Mexico, by D. K. Butler, R. R. Nielsen, R. K. Dropek,and S. W. Butters (includes Appendixes A-D) 
Investigation of a Proposed Full-Scale Rock Penetration Test Site Near Los Lunas, New Mexico, by D. K. Butler 
Numerical Analysis of Partially Penetratin( Random Well Arrays, by J. B. Warriner and D. C. Banks includes Appendixes A-D) 
Finite Element Analysis of a Reinforced Earth Wall, by
M. M. Al-Hussaini and L. D. Johnson (includes AppendixesA-C) 
Evaluation of Laboratory Suction Tests for Prediction of Heave in Foundation Soils, by L. D. Johnson 
Analysis of Permanent Deformations of Flexible AirportPavements, by Y. T. Chou 
Engineering Behavior of Pavement Materials: State of the Art, by Y. T. Chou 
General Deformation (Elastic and Inelastic) and Stress Distribution Theory in Soils, by R. H. Ledbetter 
Design and Construction of Continuously Reinforced Concrete Airport Pavements, by G. G. Harvey 
Airfield Pavement Smoothness Requirements, by IJ. J. Horn 
Strength and Deformation Properties of Rock Fill , by
R. T. Donaghe and M. W. Cohen 
AD Number AD A035 035 
AD A033 336 
AD A037 351 
AD A038 896 AD A040 056 
AD A042 127 AD B019 285L 
AD A043 069 
AD A044 027 AD A044 269 AD A045 272 AD A045 022 AD A049 970 AD A050 921 AD A051 795 
Number  Date  
TR S-78-2  Feb 1978  
* TR S-78-3  May 1978  
TR S-78-4  Jun 1978  
TR S-78-5  Jun 1978  
TR S-78-6  Jul  1978  
TR S-78-7  Jul  1978  
TR S-78-8  Jul  1978  
TR S-78-9  Aug  1978  
TR S-78-10  Aug 1978  
TR S-78-11  Sep 1978  
TR S-78-12  Sep 1978  
* TR S-78-13  Sep 1978  
TR  S-78-14  Sep 1978  
TR S-78-15  Oct 1978  

SOILS AND PAVEMENTS LABORATORY 
Technical Reports 
Title 
Study of Feasibility of Using Wissa-Type Piezometer Probe to Identify Liquefaction Potential of Saturated Fine Sands, by J. H. Schmertmann 
Damage to Dams from Nuclear Weapons Effects (Formerly ESSEX II); Vulnerability of an Earth Dam to Buried Explosions, Preliminary Studies, by\~. C. Sherman, Jr. 
Depth and Motion Prediction for Earth Penetrators, by 
R. S. Bernard 
Effect of Backfill Property and Airblast Variations on the External Loads Delivered to Buried Box Structures, by J. E. Windham and J. 0. Curtis (includes Appendixes A-B) 
Investigation of Construction Concepts for Pavements Across Soft Ground, by s. L. Webster and S. J. Alford 
Predicting Potential Heave and Heave with Time in Swelling Foundation Soils, by L. D. Johnson (includes Appendixes A-H) 
The Deterioration and Reliability of Pavements, by 
V. C. Barber, E. C. Odom, and R. W. Patrick (includes Appendixes I-IV) 
Comparison Between the Strengths of Undisturbed and Reconstituted Sands from Niigata, Japan, by M. L. Silver 
Cyclic Strength of Undisturbed Sands from Niigata, Japan, by t-1. L. Silver 
Fabric Analysis of Undisturbed Sands from Niigata, Japan, by J. K. Mitchell, F. J. Guzikowski, and 
W. C. B. Villet 
Response of Linear Elastic Transverse-Isotropic Media 
to Borehole Pressuremeter Loadings, by G. Y. Baladi and M. ~. George 
Uncertainties in Predicting Earth Penetrator Per
formance in Inaccessible Geologic Targets, by Behzad 
Rohani, P. F. Hadala, and D. C. Creighton 
Non-Nonnal Impact and Penetration: Analysis for Hard 
Targets and Small Angles of Attack, by R. S. Bernard and D. C. Creighton (includes Appendixes A-D) 
Gyratory Shear Apparatus Design, Testing Procedures, and Test Results on Undrained Sand, by Arthur Casa
grande and Franklin Rendon (includes Appendix A) 
AD Number AD A052 910 
AD B028 609L 
AD A056 701 AD A058 669 
AD A058 930 AD A059 069 
AD A058 895 AD A061 001 AD A060 626 AD A061 145 AD A061 140 AD B031 408L AD A061 512 AD A062 843 
* Statement B. See Preface. 
SOILS AND  PAVE~1ENTS LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  S-78-16  Oct 1978  Effect of Shear Stress on Dynamic Bulk Modulus of Sand. by J. H. Schmertmann (includes Appendixes A-C)  AD  A062 256  
TR  S-78-17  Oec  1978  Feasibility Study of an Earth Melting Penetrator System for Geoprospecting Tunnel Right-of-Ways. by D. L. Black  AD  A067  565  

S-97  
SOILS AND  PAVEr1ENTS  LABORATORY  
Translations  
Number  Date  Title  AD  Number  
69-5  Jun 1969  Physical Properties of Remolded  Cohesive Soils (Uber  AD  735 432  
die Festigkeitseigenschaften gestorter bindiger Boden), by M. J. Hvorslev  

SOILS .. AND  PAVEMENTS LABORATORY  
Soil Mechanics Information Analysis Center  
Number  Date  Title  AD  Number  
Unnumbered  Sep 1972  Applications of the Finite Element t1ethod in Geotechnical Engineering; Proceedings of the Symposium held at Vicksburg, Mississippi, 1-4 May 1972; edited by c. s. Desai  
Volume 1  AD  A020 800  
Volume 2  AD  A020 801  
Volume 3  AD  A020 802  
Unnumbered  Apr 1974  f·1icrothesaurus of Soil  ~1echanics Terms  AD  A003 812  

SOILS AND  PAVEMENTS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
AGRICULTURAL AVIATION ENGINEERING COMPANY, Santa Clara,California  
CR 3-169  Sep 1967  Development of Aerial Dispersal System for Rapid-Landing-Site Stabilization, by G. S. Sanders  AD  908 495  
ARE,  INC.,  ENGINEERING  CONSULTANTS, Austin, Texas  
CR  S-75-6  Aug  1975  State-of-the-Art in Variability of r~aterial Propertiesfor Airport Pavement Systems, by T. W. Kennedy, W. R. Hudson, and B. F. McCullough  AD  A018 800  
ARMOUR INDUSTRIAL CHEMICAL CO., ~1cCook, Illinois  
CR  S-68-7  Nov  1968  Bituminous and Resinous Materials R. D. Thomas  for Dust Control, by  AD  857 645  
ASHLAND  CHEMICAL  COMPANY, Minneapolis, Minnesota  
CR  S-68-5  Nov  1968  Research Study on Soil Treatment Materials for OustPalliation, Soil Waterproofing and Soil Strengthening,by C. N. Impala and D. A. Olsen  AD  859 274  
AUSTIN RESEARCH ENGINEERS, INC., Austin, Texas  
CR  S-76-11  Sep 1976  Data Collection and Analysis, Runway 4R-22L, O'Hare International Airport, by H. J. Treybig, H. L. Von Quintus, and B. F. McCullough  AD  A030 806  
BOOZ-ALLEN  APPLIED  RESEARCH,  INC. ,  Bethesda, r1a ryland  
CR  S-71-3  Aug  1971  Cost-Effectiveness Study of Prefabricated AirplaneLanding t1ats; Final Report, by G. R. Bierman, C. T. deLorimier, and K. Behari  AD  756 172  
BOYNTON ASSOCIATES, La Canada, California  
CR 3-98  May 1962  Preliminary Design and Economic Study for Load Generator; Final Report  a Dual  
CR 3-99  Jan 1963  Charge Development Study and Fabrication of Test Equipment for Footing Loader of Dual Load Generator;Final Report  

SOILS  AND  PAVEMENTS LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
U~IVERSITY OF CALIFORNIA, Berkeley  
CR 3-89  Feh 1964  Effects of Sampling and Disturbance on the Strength of Soft Clays, by H. B. Seed, I. Noorany, and I. M. Smith  AD  837 276  
CR 3-132  Nov  1965  The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay, by J. M. Duncan and H. B. Seed  AD  837 277  
CR  3-133  Nov  1965  Errors  in Strength Tests and Recommended Corrections,  AD  837 278  
by J. M.  Duncan and H.  B. Seed  
CR 3-134  Nov  1965  The Effect of Temperature Changes During Undrained Tests, by J. M. Duncan and R. G. Campanella  
CR 3-145  Behavior of Stabilized Soils Under Repeated Loading:  
Dec 1965  Report  Background, Equipment, Preliminary Investigations~ Repeated Compression and Flexure Tests on Cement-Treated Silty Clay, by J. K.  AD  632 802  
Mitchell, Chih-Kang Shen, and C.  L. Monismith  
Sep 1966  Report 2  Behavior in Repeated Flexure, Frequency and Duration Effects, Fatigue Failure Analyses, by J. K. Mitchell and C. L. Monismith  AD  651 938  
May 1969  Report 3  Repeated Compression and Flexure Tests on Cement-and Lime-Treated Buckshot Clay, Confining Pressure Effects in Repeated Compression for Cenent-Treated Silty Clay, by J. K. Mitchell, P. E. Fossberg, and C. L. Monismith  AD  863 756  
Oct 1970  Report 4  Stresses and Deflections in Cement-Stabilized Pavements, by M. C. l~ang, J. K. Mitchell, and C. L. Moni smith  AD  877 607  
Aug  1972  Report 5  Performance Evaluation of Cement-Stabilized Soil Layers and Its Relationship to Pavement Design, by J. K. ~·1itchell, T-S. Ueng, and C. L. r1oni Srli th  AD  747 352  
Oct 1974  Report 6  A Summary Report with a Suggested Structural Pavement Design Procedure, by J. K. t~itchell, Peter Dzwilewski, and C. L. Monismith  AD  AOOl  524  
CR  3-159  Aug  1966  The Significance of Cap and Base Restraint in Strength Tests on Soils, by J. M. Duncan, H. B. Seed, and  AD  693 307  
P. Dunlop  
CR S-68-3  Feb 1968  Finite Element Analyses of Slopes J. M. Duncan and R. E. Goodman  in Jointed Rock, by  AD  678 632  
CR  S-68-4  Jun 1968  Slopes in Stiff-Fissured Clays and Shales, by J. M. Duncan and P. Dunlop  AD  A040 183  

Number  Date  
CR S-68-6  May 1968  
CR S-69-6  Sep 1969  
CR S-69-8  Nov  1969  
CR S-70-3  Jan 1970  
CR S-71-6  May 1971  
CR S-72-2  Jan 1972  
CR S-73-2  Jan 1973  
CR S-74-3  Oct 1974  
CR S-76-2  Apr 1976  
CR S-76-4  Jun 1976  
CR S-76-5  Jun 1976  
CR S-76-6  Jun 1976  
CR S-77-3  Jan 1977  

SOILS AND PAVEMENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
UNIVERSITY OF CALIFORNIA, Berkeley (Cont) 
Finite Element Analyses of Slopes in Soil, by P. Dunlop,
J. M. Duncan, and H. R. Seed 
Finite Element Analyses of Port Allen and Old River Locks, by G. W. Clough and J. M. Duncan 
Finite Element Analyses of Stresses and Movements in Embankments During Construction, by F. H. Kulhawy,
J. M. Duncan, and H. R. Seed 
Strength and Stress-Strain Behavior of AtchafalayaLevee Foundation Soils, by J. M. Duncan 
Three-Dimensional Finite Element Analyses of Dams, by
G. Lefebvre and J. M. Duncan 
Effect of Reservoir Filling on Stresses and Movements in 
Earth and Rockfill Dams, by E. S. Nobari and J. M. Duncan 
Hydraulic Fracturing in Zoned Earth and Rockfill Dams,by E. S. Nobari, K. L. Lee, and J. t~. Duncan 
Finite Element Analyses of Transverse Cracking in Low
Embankment Dams, by Guy Lefebvre and J. M. Duncan 
Finite Element Analyses of Stresses and Movements in Birch Dam, by Antonio Soriano, J. M. Duncan, Kai Wong,and J.-t~. Simon 
State-of-the-Art Review on Shotcrete, by T. L. Brekke,University of California, Berkeley; H. H. Einstein,Massachusetts Institute of Technology, Cambridge;
U. S. Bureau of Reclamation, Engineering and Research Center, Denver, Colorado; and R. E. Mason, A. A. 
Mathews, Inc., Rockville, Maryland 
The Influences of Sand Fabric on Liquefaction Behavior,by J. K. Mitchell, J. M. Chatoian, and G. c.·carpenter 
The Role of Fill Strength in the Stability of Embank
ments on Soft Clay Foundations, by Suphon Chirapuntuand J. M. Duncan 
Influence of Sample Disturbance on Sand Response to Cyclic Loading, by Kenji t1ori, H. B. Seed, and c. K. Chan 
AD Number 
AD 687 376 

AD 713 900 
AD A040 187 

AD 731 231 AD 745 216 AD 766 728 
AD AOOl 523 AD A025 448 AD A028 031 
AD A026 884 AD A027 087 AD A044 075 
S-102  
SOILS AND  PAVEMENTS  LABORATORY  
Number CR S-77-4 *  Date Sep 1977 Sep 1977  Contract Reports Contractor and Title of Report UNIVERSITY OF CALIFORNIA, Berkeley (Cont) Analysis of Consolidation of Earth and Rockfill Dams: Volume I Main Text and Appendixes A and B, by C. S. Chang and J. M. Duncan Volume II Appendixes C-E: User's Manual for ComputerProgram CON2D for the Finite Element Analysis·of Consolidation in Zoned Dams, by C. S. Chang and J. M. Duncan  AD AD AD  Number A045 332 B022 321L  
CR S-76-1 CR S-77-1  Mar 1976 Jun 1977  UNIVERSITY OF CALIFORNIA, Los Angeles Influence of End Restraint in Cyclic Triaxial Tests, byK. L. Lee Effect of Frictionless Caps and Bases in the CyclicTriaxial Test, by F. J. Vernese and K. L. Lee  AD AD  A022 811 A042 041  
* CR S-75-1 CR S-75-4  Feb 1975 Aug 1975 May 1975  CALIFORNIA RESEARCH AND TECHNOLOGY, INC., Woodland Hills,California Analysis of Dynamic Stresses Within a Terminal DeliveryVehicle During Penetration of a Hard Earth Target, byY. M. Ito, K. N. Kreyenhagen, r,. E. Eggum, and W. S. Goerke Numerical Analysis of Projectile Impact and DeepPenetration Into Earth Media, by M. H. Wagner, K. N. Kreyenhagen, and H. S. Goerke Supplement Time Histories of Stresses, Velocities, and Displacements. Part I: Deformable-BodySolution. Part II: Rigid-Body Solution.  AD AD  B004 777L A014 142  
CR CR  S-76-3 S-76-10  May 1976 Sep 1976  UNIVERSITY OF CAMBRIDGE, England Pore Pressures in Soft Ground Under Surface Loading;Theoretical Considerations, by R. H. G. Parry and c. P. Wroth Pore Pressures in Soft Ground Under Surface Loading;Interpretation of Field Records, hy R. H. G. Parryand C. P. Wroth  AD AD  A024 998 A030 891  
* Statement B.  See  Preface.  

SOILS AND  PAVEMENTS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
LEO CASAGRANDE  
CR 3-141  Aug 1964  Conceptual Studies in the Fields of Mass Movement of Earth and Stabilization of Earth (With Special Attention to Peaty Soils)  
COLUMBIA IJNIVERSITY,  New York,  New York  
CR 4-12  Jun 1954  Influence Values for Certain Stresses and Displacementsin a Three-Layer Pavement System for Airfields, byD. t1. Burmister  
CONTINENTAL  OIL  COMPANY,  Ponca City, Oklahoma  
CR S-68-2  Dec 1968  A Research Study to Determine the Occurrence and Structural Competency of Deep Rock Formations bythe Use of Surface Vibrators, by D. E. Dunster and D. E. Miller  AD  726 332  
CORNELL  tmiVERSITY,  Ithaca,  New York  
CR  3-73  Feasibility Study of Electrokinetic Processes for Stabilization of Soils for t1ilitary ~1obility Purposes:  
Progress Report, February 1, 1963-July 31, 1963, by ~1. Esrig  I.  
May  1964  Report 1  A Theoretical Study of the Equations GoverningElectroosmotic Flow, and A Laboratory Investigation of the Effects of Electrokinetic Treatment on an Ill itic Soil, by r1. I. Esrig  An  450 691  
Jun 1965  Report 2  An Analysis of the Electroosmotic Phenomenon in Soil Capillary Systems, by 11-1. I. Esrig and S. ~1aj tenyi  AD  469 599  
Aug  1966  Report 3  Results of a Preliminary Field Investigation,by M. I. Esrig - AD  808 317  
Jul  1967  Report 4  Laboratory Investigation of Electrokinetic Treatment of Consolidated Soils, by ~1. I. Esrig  AD  822 728  
~1ar 1968  Report 5  A Study of Pore 11ater Pressures DuringElectrokinetic Treatment, by ~1. I. Esrig  AD  839 645  

S-104 

SOILS AND  PAVE~1ENTS LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Repott  AD  Number  
M. T. DAVISSON, Foundation Engineer, Champaign,  Illinois  
CR S-69-3  Apr 1969  Effect of Degree of Saturation on Compressibility of Soils from the Defense Research Establishment, Suffield,  AD  687 365  
by A.  J. Hendron,  M. T. Davisson, and J.  F. Parola  
BARRY  J. DEMPSEY, Consulting Engineer, Urbana,  Illinois  
CR S-76-12  Jun 1976  Climatic Effects on Airport Pavement Systems; State of the Art, by R. J. Dempsey  AD  A029 422  
DOl~ CHH1ICAL Cm1PANY, t1idl and, Michigan  
* CR S-71-1  t1ar 1971  Research Study for the Design, Development, Fabrication and Delivery of Heavy Duty Landing t1at, by G. K. Glaza  AD  882 170L  
CR S-74-1  May 1974  Research Study for the Design, Development, Fabrication, and Delivery of Truss Web Heavy Duty Landing t1at with Integral Waterproofing, by G. K. Glaza  AD  A040  182  
DIJKE UNIVERSITY, Durham, North Carol ina  
CR  S-75-5  Dec 1975  The Mechanics of Pile-Soil  Interaction in Cohesionless  AD  A019  298  
Soils, by n.  M. Holloway,  G.  H.  Clough, and A.  S. Vesic  
* CR  S-76-13  Sep 197fi  !Jser's Manual for AXISYM: A Finite Element Program for Axisvmmetric or Plane Strain Simulation of Soil AD  B014 047L  
Structure Interaction, by D. M. Holloway  
* CR S-76-14  Sep 1976  User's r1anual for DUKFOR: A Computer Program for Analyses of Pile-Soil Interaction, by D. M. Holloway  AD  B015 379L  
DYMATECH CORPORATION, Canbridge, Massachusetts  
CR  3-172  Jan 1967  Development of Urea-Based and Latex Emulsion Systems for Dust Control in Support of Military Operations, by A. R. Reti, J. E. Ehrreich, and G. B. Gilbert  AD  822 886  
CR  S-70-4  ,Jul  1970  Latex Systems for Dust Control in Support of Military Operations, by A. R. Reti, J. E. Ehrreich, and R. L.  AD  873 344  
\~entworth  

* Statement B. See Preface. 
Number  Date  
CR 4-79  Sep 1963  
CR 4-85  Jan 1964  
CR 3-166  Jun 1967  
CR 3-53  Sep 1962  
CR  3-137  r~ar  1964  
CR 3-75  Sep 1963  
CR  S-70-2  
Feb 1970  
Feb 1970  
Feb 1970  

SOILS AND 	PAVEMENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
EUSTIS ENGINEERING COMPANY, Metairie, Louisiana 
Analysis of Data; Non-destructive Dynamic Soil Tests at AASHO Road Test 
Analysis of Data; Non-destructive Dynamic Soil Tests, Foss Field, Sioux Falls, South Dakota 
FAIRCHILD HILLER, REPUBLIC AVIATION DIVISION, Farmingdale, Long Island, New York 
Research Study for the Design of a Portable VTOL Blast Controlling Platform, by W. M. Dervin, R. S. r~oss, and 
F. H. Ringler 
UNIVERSITY OF FLORIDA, Gainesville 
Study of the Propagation and Dissipation of "Elastic" Wave Energy in Granular Soils, by F. E. Richart, 
J. R. Hall, and J. Lysmer 
GENERAL AMERICAN TRANSPORTATION CORPORATION, Niles, Illinois 
Conceptual Studies in the Fields of Mass Movement of Earth and Stabilization of Earth, by F. E. Wolosewick, 
N. T. Guttenberger, and A. A. Arentz 
GEORGIA INSTITUTE OF TECHNOLOGY, Atlanta 
Theoretical Studies of Cratering Mechanisms Affecting the Stability of Cratered Slopes, by A. S. Vesic and 
R. D. Barksdale 
Study of Soil Behavior Under High Pressure: 
Report 1 	Response of Two Recompacted Soils to Various States of Stress, by B. B. Mazanti and C. N. Holland: 
Volume 
Volume II 
Volume III 
AD Number 
AD 757 417 
AD 818 913 
AD 286 075 
AD 709 315 AD 756 124 AD A040 186 
Number  Date  
CR 3-176  Aug  1967  
CR S-71-7  Sep 1971  
CR 3-3  
Jul  1949  
Jul  1950  
CR 3-42  
May  1960  
Apr 1962  
Nov  1963  
Oct 1964  
CR 3-84  Mar 1964  
CR S-69-5  Apr 1969  
CR S-70-5  Jun 1970  
CR S-70-7  Jul  1970  

SOILS AND PAVEMENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
GEOTECH, A TELEDYNE COMPANY, Garland, Texas 
Research, Development, and Prototype Production of an Ultraviolet Sensing Soil ~1oisture Meter, by J. B. Cohen 
GLOBE ALBANY CORPORATION, Buffalo, New York 
Research and Development of Prefabricated Airfield and Road Surfacing r~embrane, by G. C. Pedersen 
HARVARD UNIVERSITY. Cambridge, t~assachusetts 
Investigation of Effect of Long Time Loading on the Strength of Clays and Shales at Constant Water Content: 
Final Report, by A. Casagrande and S. D. Wilson 
Report on the 1949-1950 Program, by A. Casagrande, J. M Corso, and s. D. Wilson 
Investigation of Stress-Deformation and Strength Characteristics of Compacted Clays: 
First Progress Report, by A. Casagrande and R. C. Hirschfeld 
Second Progress Report, by A. Casagrande and R. c. 
Hirschfeld 
Third Progress Report, by A. Casagrande, R. C. Hirschfeld,and S. J. Poulos 
Fourth Progress Report, by A. Casagrande and s. J. Poulos 
Report on Control of Leakage in the Triaxial Test, byS, J, Paul OS 
Cracking of Earth and Rockfill Dams; A Theoretical Investigation by Means of the Finite Element t1ethod, by
S. W. Covarrubias 
Residual Strength of Clay and Clay-Shales by Rotation Shear Tests, by D. P. LaGatta 
Cracking of Earth and Rockfill Dams; Tension Zones in Embankments Caused by Conduits and Cutoff Walls, by A. Casagrande and S. W. Covarrubias 
AD Number 
AD 837 529 

AD 756 180 

AD 714 633 

AD 708 935 

AD 756 171 
AD 720 550 

Number 
CR S-71-5 CR S-71-11 
CR 3-81 
CR S-75-7 
CR 3-38 CR 3-45 CR 3-52 CR 3-74 
CR S-71-4 Date 
Aug 1971 Apr 1971 
Jan 1964 Nov 1964 
Aug 1975 
Oct 1959 Jan 1961 Jul 1962 Aug 1963 
Sep 1971 
SOILS AND PAVEt1ENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
HARVARD UNIVERSITY, Cambridge, Ma~sachusetts (Cont) 
The Effect of Rate of Displacement on Measuring the 
Residual Strength of Clays, by D. P. LaGatta 
Cracking of Earth and Rockfill Dams; Comparison of 
Observed and Theoretical Tensile Strains in the Crests 
of Two Earth and Rockfill Dams, by S. W. Covarrubias 
HARZA ENGINEERING COMPANY, Chicago, Illinois 
Feasibility Study of Improved Methods for Riverbank 
Stabilization: 
Six Months Progress Report 
Final Report 
\~. RONALD HUDSON, Consulting Engineer, Austin, Texas 
State-of-the-Art in Predicting Pavement Reliability from 
Input Variability, by W. R. Hudson 
UNIVERSITY OF ILLINOIS, Urbana 
Report on Survey of Literature in Connection with the Dynamic Bearing Capacity of Soils, by Narbey Khachaturian 
Analytical Study of Dynamic Bearing Capacity of Foundations, by G. E. Triandafilidis 
Experimental Studies of Dynamically Loaded Footings on Sand, by W. E. Fisher 
Tests on Clay Subsoils Beneath Statically and Dynamically Loaded Spread Footings, by T. D. Johnson and H. 0. Ireland 
Measurement of Stress and Strain During One-Dimensional Compression of Large Compacted Soil and Rockfill Specimens, by M. W. C. Emerson and A. J. Hendron 
AD Number 
AD 746 351 
AD 736 372 
AD A018 904 
AD 232 102 AD 255 092 AD 290 731 AD 422 094 
AD 730 772 
SOILS  AND  PAVEMENTS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
ILLINOIS INSTITUTE OF TECHNOLOGY RESEARCH INSTITUTE,  
Chicago  
CR 3-168  Jun 1967  A Bibliography on the Response of Earth Media and Buried Structures to Ground Shock Loading, by R. L. Chiapettaand C. J. Costantino  AD  A040 180  
CR S-69-2  Jun 1968  Study of Wave Propagation in Confined Soils, by D. Hampton and P. J. Huck  AD  684 338  
THE JOHNS HOPKINS UNIVERSITY, Baltimore, Maryland  
CR 3-28  Vibratory Cutting, Penetration and Compaction of Soils:  
Dec 1957  Technical  Report No.  1  Laboratory Apparatus for Vibratory Cutting and Penetration of Soils, Preliminary Development, by R. S. Ayre and R. L. Kondner  
Jan 1958  Technical  Report No.  2  Bibliography Relating to Vibratory Cutting, Penetration and Compaction of Soils, by S. C. Cowin, R. L. Kondner, and R. S. Ayre  AD  160 028  
Feb 1958  Technical  Report No.  3  Bibliography Relating to Vibratory Cutting, Penetration, and Compaction of Soils, SupplementNo. 1, by S. C. Cowin, R. L. Kondner, and R. S. Ayre  AD  200 147  
Apr 1958  Technical  Report No.  4  A Critical Review of Selected Literature Relating to the Vibratory Cutting, Penetration and Compaction of Soils, by S. C. Cowin, R. L. Kondner, and R. S.  AO  200 148  
Ayre  
Jun 1958  Technical  Report No.  5  Laboratory Investigation of the Vibratory Cutting and Penetration of Soils, Part I, by R. L. Kondner, R. S. Ayre, and Yong  
Suk Chao  
Jun 1958  Technical  Report No.  6  Study of Vibratory Cutting, Penetration and Compaction of Soils, Summary Report 1957-1958, byR. L. Kondner and R. S. Ayre  AD  201 946  

Number 
CR 3-28 (Cont) 
CR 4-9 
CR 3-148 
CR 3-2 
CR 3-4 
CR 3-26 Date 
Jul 1959 
Aug 1960 
Dec 1951 
Nov 1965 
Mar 1948 through Nov 1961 
Sep 1949 Dec 1950 Jun 1951 Feb 1953 
Feb 1955 
Nov 1957 
Jan 1959 
SOILS AND 	PAVEI~ENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 	AD Number 
THE JOHNS 	HOPKINS UNIVERSITY, Baltimore, Maryland (Cont) 
Technical RepGrt No. 7 	The Vibratory Cutting, CompacAD 232 298 tion and Penetration of Soils, Part II, by R. L. Kondner 
Technical Report No. 8 	A Non-dimensional Approach to AD 243 486 the Vibratory Cutting, Compaction and Penetration of Soils, by R. L. Kondner 
KANSAS STATE COLLEGE, Manhattan 
Analytical Studies of Landing f~ats for Forward Airfields, by Gerald Pickett 
KONDNER RESEARCH, Deerfield, Illinois 
A Rheologic Investigation of the Dynamic Response Spectra AD 633 802 
of Cohesive Soils; Summary Report, hy R. L. Kondner 
MASSACHUSETTS INSTITUTE 	OF TECHNOLOGY, Cambridge 
Solid Solidification (Stabilization) by Chemical Methods, 
Final Report; Phases I .Through XIII 
Research ·on Shearing Characteristics of Clay: 
Report 1 
Report 2 	Triaxial Research on Clay 
Report 3 
Report 4 	Effects of Duration of Pre-shear Consolidation 
and Rebound Pressures 

Report 5 	Review of Research on Shearing Strength of 
Clay, by D. W. Taylor 

The Response of Soils to Dynamic Loadings: 
Report 1 	Scope of Test Program and Equipment Specifications 

Report 2 	Test Equipment for High-Speed Triaxial Tests 
Number Date 
CR 3-26 (Cont) Oct 1959 
Aug 1960 
Nov 1960 Apr 1961 
Jun 1961 
Jul 1961 May 1962 Jun 1962 Sep 1962 Dec 1962 Feb 1963 Mar 1963 Mar 1963 Apr 1963 May 1963 May 1963 Aug 1963 
SOILS AND PAVEMENTS LABORATORY 
Contract Reports 
Contractor 	and Title of Report 
MASSACHUSETTS INSTITUTE OF TECHNOLOGY, Cambridge (Cont) 
Report 3 	First Interim Report on Dynamic Soil Tests 
Report 4 	One-Dimensional Compression and \~ave Velocity Tests, by R. V. Whitman, J. E. Roberts, and Shieh-Wen Mao 
Report 5 	Pore Pressure Measurements During Transient Loadings, by K. A. Healy 
Report 6 	Effects of Rate of Strain on Stress-Strain Behavior of Saturated Soils, by A. M. Richardson 
Report 7 	Adaptation and Use of the Boynton Device for Rapid One-Dimensional Compression Tests, by 
P. J. ~1oore 
Report 8 	Laboratory t1easurement of Dilatational Wave Propagation Velocity, by F. V. Lawrence 
Report 9 	Shearing Resistance of Sands During Rapid Loadings, by R. V. Whitman and K. A. Healy 
Report 10 	Strength of Saturated Fat Clay, by R. V. Whitman, A. M. Richardson, and N. M. Nasim 
Report 11 	Triaxial Tests Upon Saturated Fine Silty Sand, by K. A. Healy 
Report 12 	Static Tests llpon Thin Domes Buried in Sand, by R. V. Whitman, Zvi Getzler, and Kaare Hoeg 
Report 13 	The Dependence of Dilation in Sand on Rate of Shear Strain, by K. A. Healy 
Report 14 	Propagation Velocity of Ultrasonic Waves Through Sand, by F. V. Lawrence 
Report 15 	Undrained Strength of Saturated Clayey Silt, by K. A. Healy 
Report 16 	Effective Stress vs. Strength: Saturated Fat Clay, by A. r1. Richardson 
Report 17 	Stress-Strain-Time Behavior of Soil in One Dimensional Compression, by R. V. Whitman 
Report 18 	The Dynamic Passive Pressure Problem for Sand, by W. C. Kerr. 
Report 19 	Stresses and Strains in a Planar Array of 
Elastic Spheres, by E. T. Miller 

AD Number 
Number  Date  
CR 3-26  
(Cont)  Nov  1963  
Oct 1963  
Mar 1964  
Jan 1965  
Mar 1966  
May 1966  
~1ay 1970  
CR 3-32  Sep 1958 throuqhJan 1960  
CR 3-63  
May 1963  
Sep 1963  
Jul  1964  
Oct 1964  
Jun 1965  
Report 20 	Further Study of a Rapid Response Pore Pressure Gage, by E. T. Miller 


SOILS AND PAVEMENTS LABORATORY 
Contract Reports 
Contractor 	and Title of Report 
MASSACHUSETTS INSTITUTE OF TECHNOLOGY, Cambridge (Cont) 
Report 21 	One-Dimensional Compression and Wave Propagation in a Sand, by P. J. Moore 
Report 22 	Dynamic Response of a Particulate Soil System,by \<!. C. Kerr 
Report 23 	Ultrasonic Shear Wave Velocities in Sand and Clay, by F. V. Lawrence 
Report 24 	Wave Velocities Through Partially Saturated Sand-Clay Mixtures, by H. A. Balakrishna Rao 
Report 25 	Miscellaneous Studies of the Formation of ~lave Fronts in Sand, by R. V. vlhitrtan 
Report 26 	Final Report, by R. V. Whitman 
Soil Solidification Project: 
Report of Period 	18 September 1958 to 31 January 1959 
Report of Period 1 February 1959 to 15 June 1959 
Report of Period 	18 September 1959 to 31 January 1960 
Soil Stabilization: 
Phase Report 1 	Engineering Behavior of PartiallySaturated Soils 
Phase Report 2 	Triaxial Equipment and Computer Programfor Measuring the Strength Behavior of Stabilized Soils 
Phase Report 3 	Effective Stress-Strength Behavior of Compacted Stabilized Soils, by A. E. Z. Wissa and C. C. Ladd 
Phase Report 4 	Chemical Stabilization of Selected Tropical Soils from Puerto Rico and Panama, by A. E. Z. l~issa and Rurik Halaby 
Phase Report 5 	Shear Strength Generation in Stabilized Soils, by A. E. Z. Hissa and C. C. Ladd 
AD Number 
AD 638 027 AD 640 753 AD 708 625 
AD 456 489 
AD 470 758 
AD 625 942 
Number nate CR 3-63 
(Cont) Dec 1968 
Jun 1969 Jan 1970 
Aug 1971 
Jun 1972 
CR 3-101 Feb 1963 . Apr 1964 Jul 1965 Mar 1965 
Oct 1965 
Sep 1965 
Dec 1965 
SOILS AND PAVEMENTS LABORATORY' 
Contract Reports 
Contractor and Title 	·of Report 
MASSACHUSETTS INSTITUTE OF TECHNOLOGY, Cambridge (Cant) 
Phase Report 6 	Compressibility-Permeability Behavior of Untreated and Cement Stabilized Clayey Silt, by A. E. Z. Wissa and R. P. r1onti 
Phase Report 7 	A Durability Test for Stabilized Soils, 
by A. E. Z. Wissa and J. G. Paniagua 

Phase Report 8 	Effect of ~1o1 ding Conditions on the Effective Stress-Strength Rehavior of a Stabilized Clayey Silt, by A. E. Z. Wissa, Samuel Feferbaum-Zyto, and J. G. Paniagua 
Phase Report 9 	The Effects of Mixing Conditions, Method of Compaction, and Curing Conditions on the Effective Stress-Strength Behavior of a Stabilized Soil, by A. E. Z. 14issa, 
R. T. McGillivray, and J. G. Paniagua 
Phase Report 10 	Equipment for Studying the Effect of 
Repeated Loading on the Stress-Strength 
Behavior of Stabilized Soils, by

A. E. Z. 	Wissa and J. G. Paniagua 
Research 	in Earth Physics: 
. Progress Report for the Period June 1962-December 1962 
Phase Report No. 	1: 
Part 	Stress-Strain Behavior of Saturated Clay
and Basic Strength Principles, by C. C. 
Ladd 

Part I I 	The Influence of Stress System on the Behavior of Saturated Clays nuring Undrained Shear, by C. C. Ladd and Julius Varallyay 
Phase Report No. 2 	Adsorption and Friction Behavior of t·1ineral s in Vacuum, by L. G. Bromwell 
Phase Report No. 3 	The Effects of Salt on the Consolidation Behavior of Saturated Remolded Clays, by W•. A. Bailey 
Phase Report.No. 4 	Quantitative Fabric of Consolidated Kaolinite, by R. T. Martin 
Phase Report No. 5 	Use of Electrical Pressure Transducers to Measure Soil Pressure, by 
R. S. Ladd 
AD 
AD 
AD 
AD 

AD 

AD 
AD AD AD 
AD AD AD 
Number 
711 974 
715 755 711 536 
747 351 
763 185 
450 658 622 331 616 737 
625 871 632 061 636 446 
SOILS AND  PAVEMENTS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
t1ASSACHUSETTS  INSTITlJTE OF  TECHNOLOGY,  Cambridge (Cant)  
CR 3-101 (Cant)  Dec  1965  Phase Report No.  6  On the Secondary Compression of Saturated Clays, by C. C. Ladd and ~~. B. Pres ton  AD  636 803  
f1ay  1966  Phase Report No.  7  The Friction of Quartz in High Vacuum, by L. G. Bromwell  AD  803 462  
Jan 1967  Phase Report No.  8  The Strength of Clays at Low Effective Stress, by C. C. Ladd and E. B.  AD  862 565  
Kinner  
Har 1967  Phase Report No.  9  The Effects of Pore Fluid on the Undrained Strength of Kaolinite, by C. C. Ladd and R. T. Martin  AD  854 502  
Jan 1968  Phase Report No.  10  A Plane Strain Shear Device for Testing Clays, by J. W. Dickey, C. C. Ladd, and J. J. Rixner  AD  859 072  
Feb 1970  Phase Report No.  ll  Fabric of Consolidated Kaolinite, by R. T. t1artin and C. C. Ladd  AD  880 333  
Jul  1970  Phase Report No.  12  r~. I. T. Plane Strain Device, by R. B. Bovee and C. C. Ladd  AD  724 743  
May 1970  Phase Report No.  13  Load-Deformation Behavior of Saturated Clays During llndrained Shear, by E. B. Kinner and C. C. Ladd  AD  878 051  
Jul  1972  Phase Report No.  14  Fabric of Kaolinite in Direct Shear Tests, by R. T. t1artin  AD  766 729  
t1ar 1971  Phase Report No.  15  Consolidated-Undrained Plane Strain Shear Tests on Boston Blue Clay, by C. C. Ladd, R. B. Bovee, Lewis Edgers, and J. J. Rixner  AD  731 502  
Jul  1972  Phase Report No.  16  Consolidated-Undrained Direct-Simple Shear Tests on Saturated Clays, by C. C. Ladd and Lewis Edgers  AD  775 759  
CR  3-129  Two-Dimensional  Analysis of Stress and Strain in Soils:  
Jun 1965  Report  Iteration Procedure for Saturated Elastic Porous Material, by J. T. Christian  AD  632 354  
Dec  1965  Rerort 2  Develop~ent of Plastic Zone Beneath a Footing,  AD  633 740  
by R.  V. Whitman and  Kaare Hoeg  
Dec 1966  Report 3  Plane-Strain Deformation Analysis of Soil, by J. T. Christian  AD  648 448  

Number 
CR 3-129 (Cont) 
CR S-72-3 
CR 3-165 
CR 3-88 
CR 3-115 CR 3-146 CR 3-161 
CR 3-158 
CR S-73-1 Date 
Nov 1967 
t~ar 1968 
Jun 1972 
t1ay 1967 
May 1964 
Jun 1965 Feb 1966 Oct 1966 
Jun 1966 
Aug 1973 
SOILS AND 	PAVEr1ENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
MASSACHUSETTS INSTITUTE OF TECHNOLOGY, Cambridge (Cont) 
Report 4 	Dynamic Response of Strip Footing on ElasticPlastic Soil, by H. A. Balakrishna Rao and Kaare Hoeg 
Report 5 	Plane-Strain Loading of a Strain-Hardening Soil, by W. H. Tang and Kaare Hoeg 
Prediction of End of Construction Undrained Deformations of Atchafalaya Levee Foundation Clays, by RogerFoott and C. C. Ladd 
MATERIALS RESEARCH AND DEVELOPM~NT, INC., Oakland, California 
Materials for Dust Control of Roads and Airfields in the Theater of Operations, by F. S. Rostler, W. R. Mitten, and C. A. Dallas 
UNIVERSITY OF MICHIGAN, Ann Arbor 
Dynamic Pressure Distribution at the Base of a Rigid 
Footing Su~jected to Vibratory Loads, by Y. S. Chae 
Vertical t1otion of Rigid Footings, by J. Lysmer 
Transient 	Loading Tests on a Rigid Circular Footing, by 
V. P. Drnevich, J. R. Hall, and F. ~. Richart 
Large Amplitude Vibration Effects on the Shear t1odulus of Sand, by V. P. Drnevich, J. R. Hall, and F. E. 
Richart 
NEW YORK UNIVERSITY, New York 
Ground 11otion Due to Surface Sources, by Richard ~Ieiss 
STATE UNIVERSITY OF NEW YORK AT BUFFALO, Buffalo 
A Study of Soil Disaggregation and Displacement !Jsing High-Pressure Gas, by~. T. Selig and A. C. Bell 
AD 
AD 
AD 
AD 

AD 

AD 
AD AD AD 
AD 
AD 
Number 
680 322 
668 240 A040 181 
820 778 
450 699 
469 600 631 369 655 865 
645 540 
766 266 
S-115 
SOILS AND PAVEMENTS LABORATORY 
Contract Reports 
Number Date 	Contractor and Title of Report AD Number 
NORTHWESTERN UNIVERSITY, Evanston, Illinois 
CR 3-62 	A Rheologic Investigation of the Dynamic ResponseSpectra of Soils: 
Dec 1962 Report 1 	Basic Concepts, Equipment Development and Soil AD 411 567 Testing Procedures, by R. L. Kondner and R. J.Krizek 
Aug 1963 Report 2 	A Response Spectra Formulation for a Cohesive AD 450 693 Soil, by R. L. Kondner and R. J. Krizek 
Jun 1964 Report 3 	Energy Dissipation Response of a Cohesive Soil, AD 613 071 by R. L. Kondner and ~1. M. K. Ho 
Jun 1965 Report 4 	High Speed Explosive Pulse Type Compression AD 636 443Apparatus for the Dynamic Testing of Cohesive
Soils, by R. L. Kondner 
CR S-70-6 Jun 1970 	Report 1 Operational Procedure for Slurry ConsolidoAD 613 071 
meter, by R. J. Krizek and 	D. E. Sheeran 
Jun 1970 Report 2 	Slurry Preparation and Characteristics of AD A040 188 Samples Consolidated in the Slurry Consolido
meter, by R. J. Krizek and 	D. E. Sheeran 
CR S-76-7 Aug 1976 	Saturated Sand as an Inelastic Two-Phase Medium, by AD A029 940 
Z. P. Bazant and R. J. Krizek 
CR S-76-8 Aug 1976 	Densification and Hysteresis of Sand Under Cyclic AD A029 939 
Shear, by Z. P. Bazant and R. J. Krizek Endochronic Constitutive Law for Liquefaction of Sand, AD A029 937CR S-76-9 Aug 1976 by z. P. Bazant and R. J. Krizek 
PURDUE UNIVERSITY, Lafayette, Indiana AD 757 419
CR 4-102 Aug 1964 	Laboratory Thermal Expansion ~1easuring Techniques Applied
to Bituminous Concrete, by C. C. Hooks and W. H. Goetz 
CR S-69-7 Jul 1969 	A Theoretical Study of Landing ~~at Behavior, by ~1. E. AD A040 185 
Harr and J. C. Rosner 
RENSSELAER POLYTECHNIC INSTITUTE, Troy, New York CR 3-142 Mass Earth Movement and Treatment Feasibility Study, by AD A040 179 
E. C. W. A. Geuze 
SOILS AND  PAVEMENTS  LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
REPUBLIC AVIATION CORPORATION, Farmingdale, Long Island,New York  
CR 3-123  Aug  1965  Feasibility Study on the Design and Development of a VTOL Blast Controlling Platform, by S. Bartha and F. H. Ringler  AD  626 617  
ROLAND  F. BEERS,  INC., Alexandria, Virginia  
CR 3-157  Nov  1964  Mass  Earth Movement and Treatment with Nuclear Explosives  
J. H. SCHMERTMANN, Florida  Consulting Engineer, Gainesville,  
CR S-69-4  Oct 1969  Dutch Friction-Cone Penetrometer Exploration of Research Area at Field 5, Eglin AFB, Florida, by J. H. Schmertmann  AD  A040 184  
UNIVERSITY OF SOUTHERN CALIFORNIA, Los Angeles  
Unnumbered  Jun 1958  An Annotated Bibliography for the Mexican Desert  
Unnumbered  Feb 1959  An Annotated Bibliography for the Desert Areas of the United States  
SOUTHHEST RESEARCH  INSTITUTE,  San Antonio, Texas  
CR  3-138  Apr 1964  A Feasibi I ity Study of t1ass t·1ovement, Disaggregation, and Stabilization of Soil, by A. R. Nye and J. M. Clark  AD  631 560  
CR 3-144  May 1965  Feasibility Study on the Rapid Stabilization of Soils bythe Use of Sulfur, by H. I. Hoffman  AD  483 018  
CR 3-149  Feb 1966  Design, Fabrication and Development of a Single Explosion Cell for the Repetitive Explosion Device for Soil Displacement, by R. H. Hemion and Robinson Brown  AD  809 267  
CR 3-173  Oct 1967  Theoretical and Experimentalof Weapon Foundations, by P.  Studies of Dynamic ResponseS. Westine  AD  825 456  
CR  S-69-1  May 1967  The Use of Sodium Silicate and Sulphurtive, by E. J. Baker and W. A. Mallow  as  a Dust Pallia- AD  848 460  

Number  Date  
CR 3-140  May 1964  
CR S-71-9  Oct 1971  
Jan 1975  
CR 3-91  
Nov  1964  
Nov  1964  
Feb 1965  
Mar 1965  
CR 3-171  
Apr 1967  
May 1967  
CR S-75-8  Oct 1975  

SOILS AND 	PAVEMENTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
TEXAS INSTRUMENTS, INCORPORATED, Dallas 
An Investigation of Some Problems Concerned with Thermal Soil Stabilization Processes 
UNION CARBIDE CORPORATION, Tarrytown, New York 
Development of an Improved Oust-Control System Based on Polyvinyl Acetate Latex, by D. F. Anderson, J. A. Durante, and L. H. Wartman 
Errata Sheet No. 1 
UNITED RESEARCH SERVICES, INCORPORATED, Burlingame,California 
Study of the Dynamic Stress-Strain and Wave PropagationCharacteristics of Soils: 
Report 1 	Concepts, Equipment, and Techniques for the Study of the Dynamic Behavior of Soils, by 
J. V. Zaccor, H. G. Mason, and D. F. Walter 
Report 2 	Correlation of Stress-Strain and Wave-Propagation Parameters in Shock-Loaded DrySands, by W. L. Durbin 
Report 3 	t1easurements of Stress-Strain, Peak Particle Velocity, and Wave-Propagation Velocity in Three Sands, by W. L. Durbin 
Report 4 	Concepts of Shock Behavior in a Granular Medium, by J. V. Zaccor, W. L. Durbin, N. R. Wallace, and H. G. Mason 
Procedures for Prediction of Ground Shock Phenomena 
Based on One-Dimensional Shock Propagation Considerations: 

Report 1 	Procedures and Applications, by J. V. Zaccor 

Report 2 	Experimental Study of Loading-Unloading Stress Wave Interactions in a Soil Shock Tube, by 
J. V. Zaccor, D. F. Walter, and V. W. Davis 
U. S. NAVAL CONSTRUCTION BATTALION CENTER, CIVIL ENGINEERING LABORATORY, Port Hueneme, California 
State-of-the-Art for Prediction of Pavement Response,
by J. E. Crawford and M. G. Katona 
AD Number 
AD 732 484 
AD 621 079 AD 453 420 AD 474 143 AD 474 690 
AD 664 121 AD 663 830 
AD A018 681 
S-118  
SOILS AND  PAVEMENTS LABORATORY  
Contract Reports  
Number  Date  Contractor and Title of Report  AD  Number  
UTAH  STATE  UNIVERSITY, Logan  
CR S-75-3  Aug  1975  Model Study of C-5A Landings on Dow Truss Web LandingMat, by F. W. Kiefer, P. T. Blotter, and V. T. Christiansen  AD  A015 021  
UNIVERSITY  OF  VIRGINIA,  Charlottesville  
CR 3-139  Apr 1964  Conceptual Studies in the Field of Mass Movement of Earth and Stabilization of Earth, by H. G. Larew  
PAUL  WEIOLINGER, Consulting Engineer, New York,  New York  
CR S-68-1  Investigation of Ground Shock Effects Hysteretic Media:  in Nonlinear  
t~ar 1968  Report 1  Development of Mathematical Material by Ivan Nelson and M. L. Baron  Models,  AD  680 323  
Jul  1970  Report 2  ModelingNelson  the Behavior of  a Real  Soil, by Ivan  AD  719 719  
Jan 1969  Report 3  A Note on the Plane Waves of Pressure and Shear in a Half-Space Hysteretic Material, by A. T. Matthews and H. H. Bleich  AD  699 411  
t~ar 1970  Report 4  Effect of a Step Load Moving with Constant Superseismic Velocity on a Half-Space of a Variable Modulus Material, by A. T. Matthews, Ivan Sandler, and H. H. Bleich  AD  706 830  
Aug 1971  Report 5  Computer Code Computations and Comparison with Theoretical Solutions -Variable Moduli Mater- AD  730 767  
ial, by A.  T. t~atthews and  t~.  L. Baron  
* CR S-71-8  Sep 1971  Effects of .Transmitting Boundaries  in Ground Shock Com- AD  888 910L  
putation, by A.  T. t1atthews  
CR S-71-10  Investigation Df Air Induced Ground Shock Effect Resulting from Various Explosive Sources:  
Nov  1971  Report 2  Influence of Constitutive Models on Motion Predictions, by t1. L. Baron, Nelson, and Ivan Sandler  Ground Ivan  AD  733 927  
Unnumbered  Oct 1972  Data Report -Pretest Ground Motion Calculations for the MIXED COMPANY Event of the f4IDDLE NORTH Series, by I. S. Sandler, J. P. Wright, and ~1. L. Baron  AD  781 316  

* Statement B. See Preface. 
Number  Date  
CR S-74-4  Oct 1974  
CR S-75-2  Jun 1975  
* CR S-77-2  Jul  1977  
CR  3-174  Oct 1967  
CR S-71-2  Mar 1971  
CR  3-92  Nov  1964  
CR S-70-1  Mar  1970  
CR  4-10  Sep  1953  
CR S-76-15  
Aug  1976  
MATTHEW W. 	WITCZAK, Consulting Engineer 


SOILS AND PAVEMENTS LABORATORY 
Contract Re~~~~~~ 
Contractor 	and Title of Report-----------------
WEIDLINGER ASSOCIATES, Consulting Engineers, New York, New York 
Ground Motion Calculations for the MIXED COMPANY Event of the MIDDLE NORTH Series, by I~ s. Sandler, J. P~ Wright, M. L~ Baron, and J. Kovarna 
Parameter Studies of MIXED COMPANY; Influence of Constitutive Properties on Ground Motion Calculations, by I. s. Sandler 
Development of a High Pressure Cap Model for Use in Computations of Ground Shock from Subsurface Explosions, by D~ Rubin and I. Sandler 
THE WESTERN COMPANY OF NORTH AMERICA, RESEARCH DIVISION, Richardson, Texas 
Development of a Soil Treatment Material to Serve as a Dust Palliative in the Theater of Operations; Final 
Report, by 	J. B. Dobbs and Marie Hitchcock 
Evaluation of Polymer Emulsions to Serve as Soil Treatments for Dust Control, by J. B. Hammond 
WILSON, NUTTALL, RAIMOND ENGINEERS, INC., Chestertown, Marvland 
Conceptual 	Studies in the Fields of Mass Movement of 
Earth and Mass Stabilization of Earth, by G. T. Cohron 
A Cost Effectiveness Studv of Prefabricated Membrane 
Surfacings, by w. c. Grenke and c. J. Nuttall, Jr. 
(includes Appendixes A-D) 
UNIVERSITY 	OF WISCONSIN, Madison 
Analytical 	Studies of Orthotropic Landing Mats for 
Forward Airfields, by Gerald Pickett 
Pavement Performance Models: 
Volume I 	Repeated Load Fracture of Pavement Systems, bv M. W. Witczak 
AD Number 
AD A003 220 
AD A012 817 
AD B020 929L 
AD 826 481 
AD 756 361 
AD A035 873 

WEAPONS EFFECTS LABORATORY 


WEAPONS  EFFECTS  LABORATORY  
Instruction Reports  
Number  Date  Title  AD  Number  
IR 8  Mar 1967  Procedure for Assembling SE-Type Soil J. K. Ingram  Stress Gages, by  
IRN-70-1  Jun 1970  Protection of POL Storage Facilities; A Survey of Current Protection Practices and a Discussion of an  AD  873 343  
Underground POL t1cAnally  System, by F.  W. Skinner and H.  H.  
IR  N-73-1  t1ay 1973  Adaptation of the IITRI Soil Strain Gage for DynamicMeasurements on Long Cable Lengths and Single Coil Set Operation, by J. K. Ir.gram and G. P. Bonner  AD  761 083  

NOTE: The U. S. Army Engineer \-Jaterways Experiment Station (USAHJES) Explosive Excavation
Research Laboratory (EERL) was the USAEWES Explosive Excavation Research Office prior to
21 April 1972. Prior to 1 August 1971 (and since 1962) the organization was known as theUSAE Nuclear Cratering Group. On 1 July 1975, EERL was absorbed by HES and subsequently
made a part of viES's \Jeapons Effects Laboratory. In this list the PrJE Reports and theTechnical Reports are available through the national Technical Information Service, U. S.
Department of Commerce, Springfield, Virginia 22151, or the Defense Technical Information Center, Cameron Station, Alexandria, Virginia 22314. Organizations desiring copies
of Technical r~emoranda should contact the Commander and Director, U. S. Army EngineerHaterways Experiment Station, P. 0. Box 631, Vicksburg, 11ississippi 39180. Other reports can be obtained through the National Technical Information Service in the same 
manner as PNE Reports and Technical Reports. 
Weapons Effects Laboratory reports are preceded by the letter "N'' because at the time thisnumbering system was implemented, the Laboratory was named tluclear Weapons Effects Division.Reports in this section preceded by an "E" number designation were published by the Explosive Excavation Research Laboratory prior to their becoming a part of viES's Weapons Effects
Laboratory on 1 July 1975. 
W-2  
WEAPONS  EFFECTS LABORATORY  
Miscellaneous Papers  
Number  Date  Title  A!1  Number  
MP  2-103  Oct 1954  Tests of Small-Scale Explosions in Extremely Shallow Hater  AD  756 359  
MP  2-192  Mar 1957  Stemming  Effects for Certain HE  Charges  AD  477 000  
* MP  2-212  Apr 1957  Shock Wave Behavior in Tunnel-Adits Systems, Exploratory Phase  
MP  2-250  Jan 1958  Basic Statistical  Definitions and Procedures  
MP  2-274  Jun 1958  Blast-Pressure Measurements  in Snow  
MP  2-285  Oct 1958  An on  Exploratory Study of the Effect of Water Shock  a Bubble Screen  AD  305 364  
MP  2-344  Jul  1959  The Response of Flexibly Supported Simple Beams Dynamic Loads  to  
* MP  2-370  Feb 1960  Considerations of High-Yield Explosions on Salt-Water Barriers and Other Structures in San Francisco Bay  AD  908 441L  
t1P  2-374  Floods Resulting from Suddenly Breached Dams:  
Feb 1960  Report  Conditions of Minimum Resistance; Hydraulic1·1odel Investigation  AD  234 980  
Nov  1961  Report 2  Conditions of High Resistance; Hydraulic Model Investigation  AD  268 411  
MP  2-378  Feb 1960  Blast Effects  on  a Snow Tunnel, Camp Century, Greenland  
1·1P  2-386  Apr 1960  Effect of Type Dams Phase  an Initial Stress State on Response of Gravityto Transient Loads, Construction and Testing  AD  316 697  
t1P  2-399  Jun 1960  Measurements of Explosion-Induced Shock Waves Snow, Greenland, 1957 and 1958  in  Ice and  AD  756 307  
MP  2-402  Jul  1960  The Effect of Structure and Foundation Interaction UponShock Transmission  AD  841 370  
11P 2-424  Apr 1961  Crater and Permanent Oi spl acement t1easurements from a Five-Ton Surface Explosion; U. S. Project 1.6, Canadian HE Test Program, 1959  AD  256 626  
MP  2-426  Apr 1961  Design of the Large Blast Load Generator  
MP  2-490  Jun 1962  Crater t1easurements from  a Twenty-Ton Surface Explosion  AD  281 917  
* MP  2-491  11ay 1962  The U. S. Army Corps of Engineers Program for Oeveloping the Capability of Performing Large-Scale Excavations Using Nuclear Explosives  

* Statement B. See Preface. 
Number t~P 2-524 ~1P 2-529 
~1P 2-553 
MP 1-593 
~1P 1-608 MP 1-631 
MP 1-644 MP 1-654 
MP 1-663 
~1P 1-668 ~1P 1-672 
MP 1-673 MP 1-677 
~1P 1-685 ~1P 1-689 
* 
* 
* 
Date Sep 1962 Oct 1962 
Jan 1963 
Aug 1963 
Nov 1963 Feb 1964 
Apr 1964 Jun 1964 
Feb 1965 
Aug 1964 Sep 1904 
Aug 1964 Oct 1964 
Nov 1964 
Jan 1965 
Sep 1967 
Sep 1970 
WEAPONS EFFECTS LABORATORY 
Miscellaneous Papers Title Craters Fanned by Small Explosions in Dry Sand Crater Measurements from a 100-Ton Surface Explosion; 
U. S. Project 3, Canadian HE Test Program, 1961 
The Attenuating Effects of a Rubble Screen on Underwater Shock Des iqn of a Transducer for Pressure ~1easurements on 
Buried Concrete Structures Attenuation of Airblast in Protective Structures Attenuation of Airblast in Open Entranceways of Blast
Protective Structures; IJ. S. Project 6, Canadian HE Test Program, 1961 
Evaluation of WES Self-Recording Displacement Gage The Application of Similitude to Protective Construction Research 
Project PRE-BUGGY, Emplacement and Firing of HighExplosive Charges and Crater ~1easurer1ents, by A. D. Rooke and L. K. Davis 
The Design of Ruried Arches to Resist Blast Loads 
Investioation of Use of .1\cceleroPleters for Transient Displacement Measure1nents, by R. F. Runko Operation Danny Boy, Earth-t1otion tleasurements Method for Predicting the Shape of Explosion-Produced 
Craters, by J. ~. Strange and A. J. Hendron Research in Soil Structure Interaction, by W. J. F1athau The Effect of Underwater Explosions on Underwater 
Storage Systems: 
Report 1 Report 2 Report 3 
Results of Small-Scale Explosion Tests on Pseudo Models of Underwater Storage Containers, by J. N. Stran~e and J. M. Pinkston 
Results of llnderwater Explosion Tests on 55-, 500-, and 1,000-Gallon POL Containers, by 
F. W. Skinner and J. M. Pinkston 
Results of Under1~ater Explosions on Scaled Models of a 50,000-Gallon POL Storage Container, by F. W. Skinner, Douglas Outlaw, and Lou i s t1 i11 e r 
~~-3 
AD Number 
AD 291 494 
AD 403 040 
AD 335 632 
AD 450 995 
AD 450 996 
AD 450 997 
AD 450 998 
AD 747 817 
AD 747 818 
AD 747 819 AD 450 999 
M 747 820 AD 451 000 
AD 747 821 
AD 356 460L 
AD 820 439L 
AD 877 566L 
* Statement B. See Preface. 
W-4  
WEAPONS  EFFECTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  1-693  Jan 1965  Engineering Materials for Tomorrow's Construction, byA. G. Sutton and F. R. Brown  AD  747 822  
* MP  1-718  t1ay 1965  Response of Gravity Type Dams to Effects, by W. J. Flathau and J.  Nuclear WeaponsN. Strange  AD  522 451L  
MP  1-733  May 1965  Project DUGOUT: J. D. Day  Deep Underground Shock t1easurements, by  AD  748 375  
MP  1-736  Aug  1965  Concrete Arch Studies, Project 3.2, Operation SNOWBALL, by R. A. Sager  AD  471 342  
* MP  1-741  Oct 1965  Status Report on Explosion-Generated Water Surface Waves, by J. N. Strange  AD  369 789L  
MP  1-742  Oct 1965 Revised  Model Study of Dynamically Loaded Arch Structures, byD. R. Denton and W. J. Flathau  AD  747 823  
t·1a r 1966  
MP  1-745  Oct 1965  Correlation of Operation SNOWBALL Ground Motions with Dynamic Properties of Test Site Soils, by A. J. Hendron  AD  474 046  
* MP  1-752  Nov  1965  Some Notes on the Equivalence of Nuclear and HighExplosives, by G. B. Clark  AD  368 947L  
MP  1-754  Dec  1965  Danny Boy Event, Project 1.6: Mass Distribution Measurements of Crater Ejecta and Dust; POR 1815 (WT),Appendix B: Volumetric Equalities of the Crater, byL. K. Davis and A. D. Rooke  AD  476 502  
* t·1P  1-764  Dec  1965  Operation Snow Ball, Project 3.1, Crater Measurements and Earth t,1edia Determinations; Interim Report, byA. D. Rooke and T. D. Chew  AD  478 060L  
* MP  1-778  Jan 1966  Techniques for OetenMining the Cratering Effects of Surface and Underground Explosions, by A. D. Rooke and J. N. Strange  AD  478 711 L  
t1P  1-790  Feb 1966  Evaluation Tests of Mosler Blast Valves, by t1.  A. Vispi  AD  629 405  
* MP  1-792  Feb 1966  Model Tests of an Accidental Missile Explosion in an Underground Launch Cell, by A. D. Rooke, J. T. Brogan,J. N. Strange, and L. F. Ingram  AD  480 332L  
* MP  1-800  Jun 1966  Nuclear Weapons Effects on Dams; Chapter 12 of the DASA t·1onograph, Underwater tluclear Explosions, Volume I I, Effects, by J. N. Strange and W. J. Flathau  AD  374 421 L  
~1P  1-808  t1ar 1966  Water Shock Waves from Above-Water Explosions, byJ. M. Pinkston and Akira Sakurai  AD  747 824  
MP  1-809  Apr 1966  Static and Dynamic Tests of Buried Unreinforced Concrete Arches, by W. J. Flathau and G. D. Meyer  AD  633 339  

* Statement B. See Preface. 
Number t4P 1-810 
MP 	1-814 
* 
t1P 1-825 
* t1P 1-826 
** 	MP 1-830 MP 1-831 
~1P 1-837 
* MP 1-853 
t1P 1-874 
MP 1-877 
f4P 1-885 MP 1-896 
* t1P 1-901 . 
t~P 1-913 
Date Apr 1966 
Jun 1966 
Nov 1966 Jun 1966 Jul 1966 Jul 1966 
Aug 1966 
Revised 
Sep 1967 

Nov 1966 Mar 1967 Feb 1967 Apr 1967 
Aug 1966 May 1967 Aug 1967 
\~EAPONS EFFECTS LABORATORY 
Miscellaneous Papers 
Title 
~~~----------------------------------------
The 	Elastic Response of Buried Cylinders in Sand, by 
R. 	E. Walker, G. E. Albritton, and T. E. Kennedy 
Blast Phenomena from Explosions at an Air-Water Inter
face: 
Report 1 	A Preliminary Study of Water Shock Waves 
Directly Beneath a Surface Explosion, by 

J. 	N. Strange and Louis Miller 
Recommended Long-Range Research Program for Blast-Loaded Structures, by E. F. Smith and D. R. Denton 
Water Shock-Wave Reflection Properties of Various Bottom t4aterials; Summary Progress Report, by J. N. Strange 
Report of Participation in Operation Tiny Tot; Project 
1.9: Reentry Investigations, by L. K. Davis 
The Dynamic Stress-Strain Relation for a Sand as Deduced by Studying Its Shock-Wave Propagation Characteristics in a Laboratory Device, by T. E. Kennedy and A. J. Hendron 
Rapid Tensile Tests of Six Intermediate-Grade Steel 
Reinforcing Bars, by J. T. Ballard and J. R. Hossley 
Crater and Ejecta Measurements for a Full-Scale 
t1issile Detonation in an Underground Cell, by A. D. 
Rooke and T. D. Chew 

Behavior of Reinforced Concrete Deep Beams Under Static and Dynamic Loading, Literature Review and Pilot Study,by F. W. Beaufait 
Blast Load Generator Facilities and Investigations of 
Dynamically Loaded Concrete Slabs, by W. J. Flathau, 

J. 	V. Dawsey, and D. R. Denton 
Instrumentation for Earth Stresses and Motions Produced 
by 	Explosions, by L. F. Ingram 
Ferris Wheel Series, Flat Top Event, Project Officers 
Report -Project 1.9: Crater f1easurements, by A. D. 
Rooke and L. K. Davis 

Participation in Operation Distant Plain Apparent 
Crater Ejecta f1easurements, by A. D. Rooke, L. ~~. 
Pitman, L. K. Davis, and T. D. Chew 

Small Blast Load Generator Tests Using M-9 Propellant,by J. R. Hossley 
AD Number 
AD 633 285 

AD 374 422L 
AD 748 092 
AD 376 294L 
AD 902 932L 
AD 488 318 

AD 659 263 
AD 804 114L 
AD 649 355 
AD 747 825 
AD 651 456 

AD 489 077 
AD 815 762L 
AD 660 348 

* Statement B. See Preface. ** For Official Use Only. 
WEAPONS  EFFECTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  1-930  Oct 1967  Destruction of Earthen Tunnels, by J.  R. Day and P.  F.  AD  868 601L  
Hadala  
* MP  1-939  Oct 1967  Effects of a Near-Surface Water Table  on  Crater  AD  833 336L  
Dimensions, by L. K. Davis  
* MP  1-946  Dec 1968  High-Explosive Cratering Experiments in Shallow Water, by L. K. Davis and A. D. Rooke  AD  847 125L  
* MP  1-947  Dec 1967  Mono Lake Explosion Test Series, 1965; Results of the Wave Runup Experiments, by A. D. Rooke, L. K. Davis, and J. N. Strange  AD  826 156L  
MP  1-956  Sep 1967  Project Pre-GONDOLA I, Close-In Ground Motion, Earth Stress and Pore Pressure Measurements, by J. D. Day, D. W. Murrell, and 1~. C. Sherman  AD  735 669  
* MP  1-957  Mar 1967  Vela Uniform, Project Long Shot, Project 1.01, Ground and Water Shock Measurement, by J. D. Day and D. W.  AD  813 536L  
Murrell  
MP  1-962  Jan 1968  Data Reduction Techniques for Analysis of Have Propagation in Dissipative Materials, by J. L. Drake  AD  665 642  
MP  1-963  Jan 1968  Comparison of Simulation and Field Tests of Concrete Arch Structure, by T. E. Kennedy  a Buried  AD  665 379  
MP  1-964  Feb 1968  Behavior of Circular Tubes  Buried  in Sand Under  AD  666 768  
Dynamic Loading; Laboratory Investigation, by A. Leskys and G. E. Albritton  G.  
~1P 1-965  Apr  1968  An Analysis of the Dynamic Strengths Concrete Slabs, by E. F. Smith  of Reinforced  AD  755 271  
* MP  1-972  Mar 1968  Feasibility of Using Environmental the Effects of Standoff Explosions  Modeling to Assess on Dams, by J. N.  AD  829 315L  
Strange  
MP  1-984  Air Blast Loading Manhole:  of a Precast Reinforced Concrete  
*  Nov  1968  Report 1  C ~1anhole Test, by R.  S. Cummins  AD  B021  21 OL  
*  Apr 1968  Report 2  E t1anhol e Test, by J.  M. l~att  AD  832 221L  
* MP  1-987  Apr 1968  Operation Snow Ball, Project 3.1, Crater Measurements and Earth Media Determinations; The Apparent and True Craters, by A. D. Rooke, T. D. Chew, L. K. Davis, and J. N. Strange  AD  832 913L  
* MP  N-68-1  Sep 1968  A Small-Scale Study of Craters Resulting from Repeated Explosions Along a Common Vertical Axis, by T. 0. Chew, A. n. Rooke, and L. W. Pitman  AD  840 945L  

* Statement B. See Preface. 
WEAPONS EFFECTS LABORATORY 
Miscellaneous Papers 

AD NumberNumber Date Title 
* MP  N-68-2  Dec  1968  Nuclear Weapons Effects by F. H. Skinner, Jr.  on  Various Amphibious Vehicles,  AD  500 454L  
t1P  N-68-3  An  Experimental Study of Model  Deep Beams:  
Jul  1968  Report 1  Tests on One-Quarter Scale Simply Supported Beams, by P. A. Hampe and J. P. Balsara  AD  673 704  
MP  N-68-4  Oct 1968  Pressure Distribution on a Buried Flat Plate Subjected to Static and Ai r·bl ast Overpressures, by J. P. Bal sara and R. S. Cummins  AD  678 513  
MP  N-68-5  Oct 1968  Response of neep Reinforced and Unreinforced Concrete Slabs to Static and Dynamic Loading, by G. E. Albritton  AD  680 315  
MP  N-68-6  Nov  1968  Shock Isolation by Discontinuities, by J. T. D. W. r~urrell  Brogan and  AD  680 320  
MP  N-68-7  flee 1968  Evaluation of End Wall Designs for Underground Protective Military Structures, August 1968, by G. L. Carre and J. T. Ballard  AD  847 486  
t1P  N-68-8  Nov  1968  Project Pre-GONDOLA II, Survival of Hypothetical emplaced Charges, by C. E. Joachim  Pre AD  682 726  
MP  N-68-9  Oct 1968  Project Pre-GONDOLA Earth Stress, by C.  II, Close-in Ground Motion and E. Joachim  AD  748 823  
MP  N-69-1  Apr 1969  Test Devices, Huff  Blast Load Generator Facility, by H.  L.  AD  687 366  
MP  N-69-2  Sep 1969  MINE SHAFT Series, Events MINE UNDER and MINE ORE; Ejecta Studies, by J. W. Meyer and A. D. Rooke  AD  860 530  
MP  N-70-1  Mar 1970  Digital Filters for Routine Data Reduction, by H. D. Carleton  AD  705 571  
MP  N-70-2  Mar 1970  Failure of Footing-Supported Buried Steel Arches Loaded Statically, by J. F. Munn, G. L. Carre, and T. E. Kennedy  AD  704 719  
f1P  N-70-3  Jun 1970  Neutron Streaming Through Two-Legged Concrete Ducts with Baffles, by Klaus Donat  AD  710 963  
~1P  N-70-4  Jul  1970  Operation t1INE SHAFT, Surface Effects and Cavity Resulting from the Detonation of a 16-Ton Charge Deep in Granite, by J. N. Strange and W. H. McAnally  AD  874 685  
MP  N-70-5  Jul  1970  Airb·last Loading of a Large t·1etal Shipping Container; Laboratory Investigation, by G. L. Carre and R. E. Walker  AD  710 961  
MP  N-70-6  Jul  1970  Cratering in Greenland and J. W. r1eyer  Icecap Snow, by J.  A. Conway  AD  711 861  

* Statement B. See Preface. 
W-8  
WEAPONS  EFFECTS LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  N-70-7  Jul  1970  Placement Effects J. K. Ingram  on  Ground Shock Instrumentation, by  AD  711 894  
* MP  N-70-8  Jul  1970  Close-In Free-Field Ground Motion; Project MIRACLE PLAY, by H. D. Carleton  AD  B021 006L  
* MP  N-71-1  Jan 1971  Participation in Operation DISTANT PLAIN; Project 3.01: Apparent Crater and Ejecta Measurements, Events 6A, 6,and lA, by L. K. Davis, J. W. Meyer, L. W. Pitman, and A. D. Rooke  AD  879 916L  
t4P  N-71-2  Jan 1971  Similitude Study of Reinforced Concrete Deep Beams, byJ. P. Balsara and L. E. Roggenkamp  AD  718 318  
~1P  N-71-3  Apr 1971  Dynamic Tests of a Model Flexible-Arch-Type Protective Shelter, by T. E. Kennedy  AD  723 960  
* MP  N-71-4  Apr 1971  Dynamic Response of Concrete Arch Bunkers, LaboratoryTests, by R. K. McGrath  AD  884 842L  
* ~1P  N-71-5  Apr 1971  Vulnerability of Man-Made Inland Haterways to Conventional Air-Delivered Bombs, by J. W. Meyer, L. K. Davis,and A. D. Rooke  AD  883 615L  
f'1P  N-71-6  Apr 1971  Destruction of ~1odel Earthen Tunnels by Internal Explosive Detonation, by W. ~1. Gay, t·1. A. Vispi, J. K. Ingram, and H. M. Taylor  AD  723 046  
* MP  N-71-7  Jun 1971  Underwater Shock Effects Piling, by Louis rmler  on  Shielded Timber Bridge  AD  888 513L  
* MP  N-71-8  Aug  1971  Vulnerability of Earthen Structures and Cratering, by Klaus Donat  to Ground Shock  AD  888 l68L  
Sep 1974  Errata Sheet No.  1  
t1P  E-72-1  Jun 1972  Explosive Excavation for Water Environment and Road Applications, by R. L. LaFrenz  Cut  AD  A027 404  
* t1P  N-72-1  Feb 1972  Operation 1·1ine Shaft; Cratering Effects of a 100-Ton TNT Detonation on Granite, by L. K. Davis and B. L. Carnes  AD  892 701L  
MP  E-72-2  Jul  1972  Craters  as  Engineering Structures, by W.  C. Day  
* ~1P  N-72-4  Apr 1972  Vulnerability of Underground POL Storage Facilities;Event Dial Pack, Project LN313, by F. H. Skinner  AD  893 883L  
* ~1P  N-72-5  Apr 1972  Static Tests of a l/2-Scale Model Manhole, by J. M. Watt  Unreinforced Concrete  AD  907 894L  
* rw  N-72-6  May 1972  Effects of Stemming on High-Explosive Cratering, byH. L. Knudson, J. W. Meyer, s. B. Price, and A. D. Rooke  AD  900 326L  

* Statement B. See Preface. 
WEAPONS  EFFECTS  LABORATORY  
Miscellaneous Papers  
Number  [)ate  Title  AD  Number  
MP  N-72-7  Jun 1972  Bronze-Brazed Joints for Sealing Rebar Penetrations of Electromagnetic Pulse Shields, by J. R. Hossley  AD  744 459  
* MP  N-72-8  Sep 1972  Explosion-Generated Wave Effects hy J. R. Houston and [). R. Bucci  in  Inland Waterways,  AD 903 646L  
* MP  N-72-9  Dec 1972  Dial Pack: Crater and Ejecta Measurements from a Surface-Tangent Detonation on a Layered ~1edium, by A. Rooke, J. W. t1eyer, and J. A. Conway  D.  AD  907 260L  
MP  N-72-10  Dec 1972  Ground Motions L. F. Ingram  from High-Explosive Experiments, by  AD  756 448  
~1P  E-72-11  Aug  1972  Explosive Excavation Research, by R.  H. Gates  AD  761 719  
MP  E-73-1  Jan 1973  Demolition of Ft. ~1eade [)am June 1972, by B. B. Redpath  -Sturgis, South Oakota,  AD  757 597  
* MP  N-73-1  Jan 1973  Protection of POL Storage Facilities; Proposed ExpedientUnderground Storage Facility, by L. t1iller, F. W. Skinner, Jr., and C. E. Stewart  AD  907 409L  
~1P  E-73-2  r1ar 1973  Thermal and Reactor Analysis of Nuclear Rocket Transients, by R. R. t1ills, Jr.  AD  764 231  
MP  N-73-2  Mar 1973  Fundamental Experiments in Ground Shock Phenomenology,by J. G. Wallace and J. Fowler  AD  759 502  
rw  E-73-3  r~ay 1973  Analysis of Ground-Motion Peak Particle Velocities from Cratering Experiments at Trinidad, Colorado, by T. M. Tami  AD  764 230  
r~P  E-73-4  Apr 1973  Project ARMOR Joseph Briggs  OBSTACLE  II:  Final  Technical  Report, by  AO  773 667  
MP  N-73-4  Sep  1973  Operation Mine Shaft; Distribution of Natural and Artificial Ejecta Resulting from Detonation of 100-Ton TNT Charge on Granite: t1ineral Rock Event, by J. W. t1eyer and A. D. Rooke, Jr.  AD  768 788  
MP  N-73-5  Sep 1973  Evaluation Tests of Ben-Weld No. by J. R. Hossley  11  Reinforcing Steel,  AD  A043  645  
MP  N-73-6  Dec  1973  Protection of the Environment During Demolition Activities, by F. W. Skinner, L. Miller, and W.  Harvey  AD  772 920  
Oct 1974  Errata Sheet No.  1  
* MP  N-73-8  May 1973  ESSEX-DIAMOND ORE Research Program; Theoretical Investigation of Explosive Device Effects for Tunnel [)estruction, by R.·T. Sedgwick, J. L. Waddell, and L. J. \~alsh  AD  B021  209L  

* Statement B. See Preface. 
~~-10  
WEAPONS  EFFECTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  E-74-1  t1ar 1974  User's Guide to: TEMPLT (TENSOR Graphics Code) and EOSLIB and XMUPGENS (Auxiliary Data Codes), by D. E. Burton and C. M. Snell  AD  779 421  
MP  N-74-1  Jan 1974  Decoupling of Ground Shock from Cavities, by J. L. Drake  Explosions  in Rock  AD  773 671  
MP  E-74-2  Mar 1974  Investigation of Intemediate-and t1aximum-RangeMissiles Produced by Cratering Experiments, byJ. F. Dishon III  AD  779 501  
MP  N-74-2  Dec  1974  Construction of Axisymmetric l/4-Scale Model of Minuteman Launch Facility for SMI Field Test ProgramEvent I, by R. D. Crowson  AD  A003 171  
t1P  E-74-3  Mar 1974  An Investigation of a Concept of Limiting the Effects of Cratering Detonations, by B. B. Redpath  AD  780 707  
MP  E-74-4  Oct 1974  ESSEX -DIAMOND ORE RESEARCH PROGRAt1: The Developmentand t1anufacture of a Gelled flitromethane Explosive for Project ESSEX, by F. Helm, R. Boat, M. Finger, and D. Wooster  AD  AOOl  343  
MP  E-74-5  Oct 1974  Use of the Subterrene for t1ilitary-Drilling Applications, by L. C. Webster  AD  AOOl  522  
MP  E-74-6  Dec  1974  A Review of Explosives Used in Explosive Excavation Research Laboratory Projects Since 1969, by H. H. Reed  AD  A005  006  
MP  E-75-1  Jan 1975  One-Dimensional Analyses: Shock VJave Propagation from Underwater Cratering fletonations, by C. t1. Snell (includes Appendixes A-F)  AD  A012  065  
* MP  N-75-1  Feb 1975  Water Plume Study; Prototype Bridge Tests by J. W. Meyer (includes Appendixes A-B)  -FY  1974,  AD  B002  744L  
Unnumbered  Hardness Program, Non-emp In-Place Testing of ShockIsolation Systems for SAFEGUARD TSE Ground Facilities, F. B. Safford and R. E. Walker, Principal Investigators  
*  Mar 1975  Volume  Final  Report  AD  BOll  656L  
*  f1ar 1975  Volume  II  Appendixes  AD  BOll  657L  
* MP  N-75-2  Apr 1975  ESSEX -DIAMOND ORE RESEARCH PROGRAM: Finite Element Analysis of Response of North Fork Dam Model to Water Shock, by P. J. Rieck and J. L. Kirkland  AD  B003 903L  
Apr 1975  Errata Sheet  
* MP  E-75-3  Feb  1975  ESSEX ments  -DIAMOND ORE RESEARCH. PROGRAf1: Report-ESSEX I, PHASE 1, by J.  Ejecta f1easureF. Dishon  AD  B002  477L  

* Statement B. See Preface. 
WEAPONS  EFFECTS  LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  N-75-3  May 1975  Influence of Burst Position on Airblast, Ground Shock, and Cratering in Sandstone, by J. K. Ingram, J. L. Drake, and L. F. Ingram  AD  AOl 0 326  
MP  E-75-4  Feb 1975  Results of Airblast Overpressure Measurement Program at Project R. D. BAILEY, by M. J. Hoeft (includes Appendixes A-C)  AD  A008 981  
* MP  N-75-4  Sep 1975  MIDDLE NORTH SERIES, MIXED COMPANY EVENT, Silo Interaction Study, by J. P. Balsara and D. W. Hartman  AD  BOll  818L  
* MP  N-75-5  Jul  1975  ESSEX -DIAMOND ORE RESEARCH PROGRM1; True Crater and Permanent Displacement Measurements Associated with Simulated Low-Yield Nuclear Explosions, by A. D. Rooke, Jr. (includes Appendixes A-B)  AD  B006 321L  
* MP  E-75-6  Apr 1975  ESSEX -DlAMOND ORE RESEARCH PROGRA~1: Test Execution Report-ESSEX I, Phase 1: Nuclear Cratering Device Simulation (Project ESSEX), by G. M. Miller, Jr. (includes Appendixes A-E)  AD  B004 488L  
MP  N-75-6  Jul  1975  Evaluation of Expedient Techniques for Strengthening Floor Joist Systems in Residential Dwellings, by M. S. Black  AD  A013  987  
* MP  E-75-7  Jun 1975  ESSEX  -0lAMOND  ORE  RESEARCH  PROGRAf1:  Ground Motion  AD  B005 DOlL  
in the Seismic Region; Project ESSEX T. M. Tami  I, Phase 1, by  
* MP  N-75-7  Nov  1975  ESSEX-DIAMOND ORE RESEARCH PROGRAM; Essex I, Phase 2: Structures Test, by J. R. Hossley (includes Appendixes A-B)  AD  B007  713L  
MP  N-75-8  Dec 1975  Structural Analysis of the New Orleans Navigational Canal Lock Wall, by P. J. Walker (includes Appendixes A-D)  Inner Harbor Rieck and R. E.  AD  A019 694  
* MP  N-76-1  Feb 1976  ESSEX  -DIAMOND  ORE  RESEARCH  PROGRAM;  True Crater and  AD  BOlO  488L  
Permanent Displacement f1easurements for Simulated Low-Yield Nuclear Explosions, Phase 2, by A. D. Rooke, Jr. (includes Appendixes A-C)  
* MP  N-76-2  Mar 1976  Computer Program for Drawing Finite Element Grids, by P. J. Rieck and R. A. Cole (includes Appendix A)  AD  BOlO  310L  
MP  N-76-3  t1ar 1976  POKEHOLES Cratering Series; Explosive Comparison Tests Conducted at Fort Polk, Louisiana, Fall 1973, by R. V. Gorski (includes Appendixes A-C)  AD  A024 160  

Unnumbered  Mar 1976  Size and Weight Statistics for Explosion-Produced Granitic Rock Ejecta, by J. N. Strange  
* MP  N-76-5  Apr 1976  Preliminary Analysis of by S. A. Kiger  a Command  and Control  Structure,  AD  BOlO 852L  
* Statement B.  See Preface.  

W-12  
WEAPONS  EFFECTS LABORATORY  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
MP  N-76-6  May 1976  Deliberate Road Crater Design Test Series: Raystown, Pennsylvania, by H. H. Reed (includes Appendixes A-C)  AD  A025 248  
* MP  N-76-7  Jun 1976  Graphic Portrayal of Discrete Explosion-Produced CraterEjecta Characteristics, by A. D. Rooke, Jr.  AD  BOll  916L  
* MP  N-76-8  Jun 1976  Expedient Triggering Screens to Defeat High-Explosive Point-Detonating Ammunition, by W. H. Sadler, Jr.  AD  B012 lOlL  
MP  N-76-9  Jun 1976  Explosive Evaluation: Gelled Nitromethane and Slurry as Military Bulk Explosive Systems, by H. H. Reed (includes Appendix A)  AD  A026 955  
MP  N-76-10  Jun 1976  Correlation of Impact and Explosively Created Ground Shock Phenomena, by M. B. Ford (includes Appendixes A-D)  AD  A027  059  
* MP  N-76-11  Jul  1976  ESSEX -DIAMOND ORE RESEARCH PROGRAM; Ground Motion in the Seismic Region --Project ESSEX I, Phase 2, by T. M. Tami  AD  B013 250L  
* MP  N-76-12  Sep 1976  ESSEX  -DIAMOND  ORE  RESEARCH  PROGRAM;  Test Execution  AD  B015 935L  
Report-ESSEX I, Phase 2: Nuclear Cratering Device Simulation (Project ESSEX), by R. L. Wagner (includesAppendixes A-E)  
* MP  N-76-13  Sep 1976  Blast Door Tests for the Federal Republic of Gennany,by R. S. Cummins, Jr. (includes Appendixes A-C)I  AD  B014 368L  
* MP  N-76-14  Nov  1976  Pechora-Kama Canal Study, by T. E. Ricketts and G. S. Rubin de la Borbolla (includes Appendixes A-C)  AD  B015 378L  
* MP  N-76-15  Nov  1976  ESSEX  -DIAt10ND  ORE  RESEARCH  PROGRAt1:  Ground Motions  AD  8015 934L  
in the Intermediate Range, ESSEX I, Phase 1: Nuclear Cratering Device Simulation (Project ESSEX), byJ. D. Day (includes Appendix A)  
* Unnumbered  Dec 1976  Antitank Ditching with Explosives, by H.  D. Carleton  
* MP  N-77-1  Feb 1977  ESSEX  -DIAMOND  ORE  RESEARCH  PROGRAM:  True Crater and  AD  B017 943L  
Pennanent Displacement Measurements for Simulated Low-Yield Nuclear Explosions, Project ESSEX I, Phase 3, by A. D. Rooke, Jr.  
* MP  N-77-2  Mar 1977  ESSEX -DIAMOND ORE RESEARCH PROGRAt·l; Cratering Kinetics, Project ESSEX I, Phase 1, by J. F. Dishon (includes Appendixes A-B)  AD  B017 904L  
MP  N-77-3  Apr 1977  Charts for Preliminary Design of Deep Underground Structures Subjected to Dynamic Loads, by J. R. Britt (includes Appendixes A-B)  AD  A040 058  
* MP  N-77-4  Apr 1977  Dynamic Tests of a r1odel Radome Structure, by J. Shore and W. L. Huff (includes Appendixes A-D)  s.  AD  B019 827L  

* Statement B. See Preface. 
Number 
* 
MP N-77-4 

(Cont) 

* 
MP N-77-5 

* 
MP N-77-6 MP N-77-7 

* 
MP N-77-8 

* 
~1P N-78-1 

* 
MP N-78-3 

* 
f4P N-78-4 

MP N-78-5 

* 
MP N-78-6 MP N-"78-7 

* 
~1P N-78-8 

* 
MP N-78-9 


Date 
Jun 1977 May 1977 Dec 1977 
Jul 1977 Aug 1977 
Jan 1978 nee 1978 Mar 1978 . 
Mar 1976 
Jun 1978 Jun 1978 Sep 1978 Nov 1978 Dec 1978 Dec 1978 
l~EAPONS EFFECTS LABORATORY 
Miscellaneous Papers 
Title AD Number 
Errata Sheet No. 
An Experiment in the Field Mixing of Bulk Explosives, AD B018 811L by W. B. Lane, J. E. Shaler, S. n. Lent, and R. F. Burns 
The Use of Vibration/Impedance Measurements to Predict AD B024 503L Blast-Induced Structural Vibrations, by T. E. Kennedy,
R. E. Walker, and F. B. Safford 
Explosive Ditching with TNT, by A. M. Muller and H. D. AD A042 427 
Carleton (includes Appendixes A-D) 

Field Test of a Buried Hardened Structure Subjected to ·AD B021 l68L 
a Cylindrically Cased Equivalence Charge, by S. A. 
Kiger and J. R._ Hossley 

ESSEX -DIAMOND ORE RESEARCH PROGRAM; Tunnel Destruc-AD 8026 182L 
tion -A State-of-the-Art Summary, by C. E. Joachim 

Errata Sheet No. 1 

ESSEX -DIAMOND ORE RESEARCH PROGRAM: Test Execution AD 8026 675L 
Report, E$SE~ I, Phase 3; Nuclear Cratering Device Sim
ulation (Project ESSEX), by J. E. Shaler (includes 
Appendixes A-C) 

ESSEX -DIA~10ND ORE RESEARCH PROGRAM: Apparent Crater AD 8027 079L 
t1easurements for Simulated Low-Yield Nuclear Explo
sions, Project ESSEX I, Phases 1 and 2, by A. D. 
Rooke, Jr. 

MISERS BLUFF Series; Phase I, Ground Shock and Airblast AD B029 720L 
Measurements Data Report, by D. ~1. f1urrell (includes
Appendixes A~H) 

Development of Engineering Criteria for Use of SlurryAD A056 541 
Type Explosives Against Tactical Structural Targets, 
by J. M. Watt, Jr. 

Preliminary Desiqn and Cost Estimates for a Hardened 
t1il ita ry Command Center, by J. T. Bayl ot and S. A. 
Kiger 

Application of an Implicit Linear Statistical Anaiysis AD A091 373 
to the Estimation of the Resistance of a Reinforced 
Concrete Ream-Column, by P. F. Mlakar 

ESSEX -DIAMOND ORE RESEARCH PROGRAM; Ground Motions in AD 8037 519L 
the Intermediate Range, ESSEX I, Phase 2, by D. W. 
Murrell and J. D. Day (includes Appendixes A-D) 

ESSEX -DIAMOND ORE RESEARCH PROGRAt1: Ground AD 8037 306L 
Motions in the Intermediate Range, ESSEX I, Phase 3 
(includes Appendixes A-B) 

* Statement B. See Preface. 
Numbe·r· 
PNE 234F 

PNE 300P 

PNE 301F 
PNE 302 

PNE 304F 
PNE 315F 

PNE 322 

PNE 501P 
PNE 501 F 
PNE 502F, 
PNE 503F 
PNE 504F 
PNE 505P 
PtiE 505F

,. 
PNE 506F PNE 507 
Date Oct 1964 
Aug 1963 
Aug 1964 Feb 1965 
Sep 1963 Jun 1965 
Apr 1969 
Aug 1964 Nov 1964 Mar 1_965 Apr 1965 Sep 1965 Sep 1965 Apr 1967 
Oct 1968 Oct 1966 
WEAPONS 
Subject_ 
SEDAN 
Pre-BUGGY 
Pre-BUGGY 
Pre-BUGGY 
>.,,' 
Pre-BUGGY 
Pre-BUGGY II 
BUGGY 
Pre-SCHOONER 
Pre-SCHOONER 
Pre-SCHOONER 
Pre-SCHOONER 
Pre-SCHOONER 
Pre.-SCHOONER 
Pre-SCHOONER 

.Pre-SCHOONER ·Pre-SCHOONER II 
EFFECTS LABORATORY 
PNE REPORTS 
Title 
Stability of Crater Slopes, by\~. E. Strohm, J. S. Ferguso~. Jr., and E. L. Krinitzsky 
Scope of Chemical Explosive Cratering
Experiment, by E. Graves, W. R. Wray,
and R. B. Pierce· 

Venting Measurements, by W. R. Wray and 
R. B. Pierce 
Emplacement and Firing of-High-ExplosiveCharges and Crater Measurements, by A. D. Rooke Jr., and L. K. Davis 
Base Surge Analysis, by J. B. Knox and 
R. Rohrer 
Studies of the Pre-BUGGY II Apparent
Craters, by J. L. Spruill and F. F. 
Videon 

Preshot Geologic and Engineering Properties Investi9ations, by R. J. Lutton, 
R. W. Hunt, and R. E. Rowland 
Stem Design, by K. L. Saucier 
Stem Design and Shotcrete, Grout, and 
Concrete Support, by K. L. Saucier 
Crater t1easurements, by J. L. Sprui 11 
·and R. A. Paul 
Base Surge and Cloud Formation, by
Robert Rohrer 
Strong t4otion Seismic Measurements, by
L. J. Cauthen, Jr. 
Preshot Investigations, by R. c. Nugentand D. C. Banks 
. Geologic and Engineering PropertiesInvestigations, by R. J. Lutton, F. E. Girucky, and R •. w. Hunt 
Surface Motion Measurements, by W. G. 
Christopher and J. E. Lattery 
Technical Oirector's Summary Report,
by B. C. Hughes 
AD Number 
AD 606 948 
AD 417 659 
AD 747 818 
AD 617 884 
AD 735 845 
AD 779 533 
AD 657 638 · 
AD 779 532 
WEAPONS  EFFECTS  LABORATORY  
PNE  REPORTS  
Number  Date  Subject  Title  AD  Number  
PNE 508  May 1967  Pre-SCHOONER I I  Apparent-Crater Studies, by R. H. Benfer  
PNE 509  Dec 1967  Pre-SCHOONER I I  Preshot Geologic and Engineering Properties Investigations, by R. J. Lutton, F. E. Girucky, R. W. Hunt, and J. R. Curro, Jr.  
PNE  510  Aug  1967  Pre-SCHOONER  II  Design, Construction, and Postshot Evaluation of Concrete Stem for  AD  743 435  
Access Hole, by K. L. Saucier and F. S. Stewart  
PNE  511  Jun  1966  Pre-SCHOONER  II  Cloud Development Studies, by W. Day and Robert Rohrer  c.  AD 637 746  
PNE  512F  Feb 1908  Pre-SCHOONER  I I  Air-Blast Measurements, by J.  W. Reed  AD  735 652  
and L. J. Vortman  
PNE  513  Oct 1968  Pre-SCHOONER  I I  Surface Motion Measurements, by W. Christopher and K. L. Larner  G.  
PN E 514  Apr 1966  Pre-SCHOONER  I I  Ground Shock Measurements, by L. Davis  K.  
PNE  515  Jun 1966  Pre-SCHOONER  I I  Subsurface Effects Measurements, by M. Heusinkveld and R. E. Marks  
PNE  516  Nov  1967  Pre-SCHOONER  I I  Postshot Geologic and Engineering Properties Investigations, by A. D. Frandsen  
PNE  527  Jan 1971  SCHOONER  Far-Out Fallout Collection Program, by T. M. Tami, T. A. Gibson, and A. L. Prindle  
PNE 601F  Aug  1965  DUGOUT  Apparent Crater Studies, by J. Spruill  L.  AD  735 770  
PNE 602F  Feb 1968  DUGOUT  Geologic and Engineering PropertiesInvestigations, by R. J. Lutton  
PNE 609F  May 1965  DUGOUT  Deep Underground Shock Measurements, by J. D. Day  AD 680 910  
PNE 610F  Apr 1965  DUGOUT  Concrete, Grout, and Shotcrete Support, and Design and Postshot Evaluation of  AD 740 662  
Stem, by K. L. Saucier  
PNE 713F  Oct 1965  SULKY  Crater Measurements, by F. Videon  
PNE  719P  Jul  1965  SULKY  Preshot Geologic Investigation, by R. C. Nugent and D. C. Banks  

Number  Date  
PNE  720F  Nov 1966  
PNE 904F  Jul  1966  
PNE 905F  Oct 1968  
PNE 957  Mar 1970  
PNE 966  Oct 1968  
PNE 1100  May 1968  
PNE 11 01  Feb 1967  
PNE 1102  ~1ay 1968  
PNE  1103  May 1969  
PNE  1104  Sep 1967  
PNE 1105  Jul  1967  
PNE 1106  Aug  1967  
PNE 1107  Dec  1967  
PNE  1107  Feb 1969  
PrJE  1108  Sep 1967  

WEAPONS 
Subject SULKY 
PALANQUIN PALANQUIN 
CABRIOLET 
CABRIOLET 
Pre-GONDOLA Pre-GONDOLA Pre-GONDOLA Pre-GONDOLA I 
Pre-GONDOLA I 
Pre-GONDOLA 
Pre-GONDOLA I 
Pre-GONDOLA 
(Part I) Pre-GONDOLA I (Part I I) 
Pre-GONDOLA I 
EFFECTS LABORATORY 
PNE REPORTS 
Title 
Geologic and Engineering Properties 
Investigations, by R. J. Lutton and 
F. E. Girucky 
Studies of the Apparent Crater, by 
F. F. Videon 
Preshot Geologic and Engineering 
Properties Investigations, by R. C. 
Nugent and F. E. Girucky 
Engineering Properties Investiga
tions of the Cabriolet Crater, by 
A. D. Frandsen 
Preshot Geological Engineering Investigations for Project Cabriolet, Pahute Mesa, Nevada Test Site, by R. W. Hunt, 
D. M. Bailey, and L. D. Carter 
Seismic Site Calibration, by M. K. 
Kurtz, Jr., and B. B. Redpath 
Site-Selection Investigations, by 
H. A. Jack anrl W. W. Dudley 
Technical Director's Summary Report, 
by t·1. K. Kurtz, Jr. 

Geologic Investigations and Engineer
ing Properties of Craters, by P. R. 
Fisher, R. J. Kley, and H. A. Jack 

Close-In Ground Motion, Earth Stress, 
and Pore Pressure Measurements, by 

J.D. Day, D. W. Murrell, and W. C. 
Sherman 

Intermediate Range Ground Motions, by 
D. V. Power 
Structures Instrumentation, by R. F. 
Ba 11 a rd, Jr. 
Crater Studies: Crater Measurements, 
by R. W. Harlan 
Crater Studies: Surface t1otion, by 
W. G. Christopher and J. E. Lattery 
Cloud Development Studies, by W. C. 
Day and R. F. Rohrer 
AD Number 
AD 724 163 

AD 730 735 
AD 735 658 AD 735 717 AD 735 719 
AD 735 669 
AD 735 668 AD 735 670 AD 735 671 AD 735 656 
W'-17  
WEAPONS  EFFECTS  LABORATORY  
PNE  REPORTS  
Number  Date  Subject  Title  AD  Number  
PNE  1110  Jul  1967  Pre-GONDOLA  I  Lidar Observations of the Pre-GONDOLA  AD  735 659  
I Clouds, by J. W. Oblanas and R. T. H. Collis  
PNE 1111  Jul .1967  Pre..;.GONDOLA  I  Preshot Geophysical t1easurements,. byR. T. Stearns and J. T. Rambo  AD  735 666.  
PNE 1112  Feb 1971  .Pre-GONDOLA II  Summary Report, edited by W.  c.  Day  AD  720 602  
PNE  1113  Oct 1968  Pre-GONDOLA II  Close-In Ground Motion and Earth  AD  748 823  
Stress, by C.  E. Joachim  
PNE 1114  Apr 1970  Pre-GONDOLA (Phase I).  III  Summary Report, by J. P. Cress, J. Lattery, J. B. Andrews, et al  E.  AD  737 736  
PNE  1115  Oct 1968  Pre-GONDOLA  II  Intermediate Range Ground Motions for' Pre-GONDOLA II and Associated Events, by D. V. Power  
PNE 1116  May 1968  Pre-GONDOLA  II  Structures Instrumentation, by R. Ballard, Jr.  F.  AD  730 734  
PNE 1117  Mar 1971  Pre-GONDOLA (Phase I I)  III  Summary Report: Connecting Row-Crater Experiment, Edited by J. E. Lattery  AD  735 720  
PNE 1118  Jun 1971  Pre-GONDOLA (Phase I I)  III  Microbarograph Measurements, by J. Reed  w.  AD  74l 359 ·  
PNE 1119  Jan 1968  Pre-GON!10LA  II  Airborne Lidar Observations, byR. T. H. Collis and John Oblanas  AD  735 657  
PNE 1120  Jan 1972  Pre-GONDOLA  III  Connection of  a Row Crater to  a  AD  737 198  
(Phase III)  Reservoir, by B.  B. Redpath  
PNE 5001 P  Jul  1964  Geology of Buckboard Mesa, by D. Banks and R. T. Saucier  c.  AD  462 139  
PNE 5003  Feb 1965  Investigation of Manufacture of Aggregate and Riprap by Nuclear Means, by J. M. Polatty, B. J. Houston, R. L. Stowe, and D. C. Banks  AD  697 666  
PNE  5004P  Apr 1966  Construction Techniques and Costs for Underground Emplacement of Nuclear Explosives, by W. J. Samuelson, J. R. Hair, and P. R. Fisher  AD  633 511  
PNE 5004F  Apr 1969  Construction Techniques and Costs for Underground Emplacement of Nuclear Explosives, by J. L. Hair  AD  689 443  
PNE 5005  Nov  1966  DANNY  BOY  Engineering -Geologic Investigations,by R. C. Nugent and D. C. Banks  AD  738 346  

WEAPONS EFFECTS LABORATORY 
PNE REPORTS 
Number Date Subject 	Title AD Number . 
PNE 5006 Aug 1966 	Trace Elements in Common Rock Types and Their Relative Importance in Neutron
Induced Radioactivity Calculations, by
R. A. Paul and W. C. Day 
i.
PNE '5ooa Feb 1968 	Distribution of Selected Trace Elements in Rocks, by R. J. Kley 
PNE 5009 Aug 1967 	The Formation and Initial Stability of AD 668 918 Slopes on Cohesionless Materials, by
B. N. t~aciver · 
PNE 5010 Oct 1967 	A Study of Selected Rock Excavations AD 737 737 . as Related to Large Nuclear Craters,by R. J. Kley and R. J. Lutton 
; __,·,·'
PNE 5011 Oct 1967 · The Formation of a Crater as Observed in a Series of Laboratory-ScaleCratering Experiments, by R. G. Beningand M. K. Kurtz, Jr. 
PtiE 5012-I Feb 1968 	Engineering Properties of Craters: AD 737 734 Description of Crater Zones and Site Investigation Methods; Report I, by
P. R. Fisher 
PNE, 5013 	Crater Stability Under the Influence AD 730 762 of Large Seismic f~otions, by T. J. Shackelford 
: ,;,·::·. 
Number  Oate  
RR 1-4  ~1ay 1965  
RR  1-6  
*  May 1965  
* RR  N-72-1  Mar 1972  

WEAPONS  EFFECTS  LABORATORY  
Research Reports Title ·Ray Theory for Energy Transmission in Snow, by J. W. Brown Damage to Model Tunnels Resulting from an ExplosivelyProduced Impulse: Report 1 Test in a Simulated Rock Mass of Medium Strength, by A. J. Hendron, G. B. Clark, and J. N. Strange Upper Critical Depth Wave Generation, by Akira Sakurai  AD AD AD AD  Number 463 257 371 771l 893 273l  

* Statement B. See Preface. 
W..,.20 

Number 
TM 65-1 

Tt1 65-2 
TM-65-3 

TM 65-4 
TM 65-5 TM 65-7 TM 65-8 
Tr1 65-9 
TM 65-10 TM 65-11 TM 65-12 TM 65-13 
TM 65-15 TM 66-2 
Date Mar 1965 
Apr 1965 May 1965. 
Aug 1965 
May 1965 Jul 1965 Nov 1965 
Oct 1965 
Jul 1965 Nov 1965 Nov 1965 Nov 1965 
Nov 1965 Jan 1966 
WEAPONS EFFECTS LABORATORY. 
Technical Memoranda* 
Title 
Computer Code Input and Pri.ntout Interpretation for the 
A. V. Shelton Fallout Model (FLIP), by w. Day and G. A. Morris 
t· :. 
Pre-SCHOONER Ground Surface r~otion Study, by K. L. Larner 
. 	Surface. Geo1ogy of the Pre-SC~OONER I I Area, by R. A. Paut · 
Post -Shot Field Investigations, Buckboard Mesa, 
. Nevada Test Site, by A. D. Frandsen 

Appendix A 	Photographs of Postshot Trench Excavation 
for Pre-SCHOONER Charlie, DUGOUT and 
SULKY Craters 

Analysis of 	Knox Fallout Prediction System (KFOC), by 
G. A. Morris 
Ground Water Contamination Study and Evaluation, by 
R. A. Cooper 
Study of the Shape and Slope of Explosion-Produced 
Craters, by B. C. Hughes, R. H. Benfer, and F. H. 
Foster 

Project ZULU: A One-Pound High Explosive Cratering 
Experiment in Scalped and Remolded Desert Alluvium, 
by B. C. Hughes and R. H. Benfer 

Analysis of 	A. V. Shelton Fallout Prediction System 
(FLIP CODE), by J. E. Lattery 
Geologic Examination of the Access Shaft and Explo
sive Cavity 	for Project Pre-SCHOONER II, by R. A. Paul 
Preliminary 	Model for Analysis of Nuclear Crater Slope 
Stability in Homogeneous Medium, by J. W. Peck 
A Preliminary Assessment of Overexcavation as a Possible Solution to Potential Slope Stability Problems, by J. W. Peck 
Preliminary 	Report of the Analytic Study of Tide-
Induced Currents in a Sea-Level Canal, by D. D. DeFord 
The Knox Fallout Prediction System's (KFOC) Response to Changes in Input Parameters Which Define the Activity-Particle Size Distribution, by G. A. r1orris 
AD Number 
* The Techni ca 1 r~emoranda 1is ted on pages l~-20 through l~-26 are a discontinued series issued by the former Explosive Excavation Research Laboratory. 
Number , 
TM 66-3 

TM 66-4 
TM 66-5 
TM 66-6 TM 66-7 TM 66-8 
m 66-11 
m 66-12 TM 66-13 TM 66-14 m 66-15 TM 66-16 TM 66-17 
Date Feb 1966 
Feb 1966 Feb 1966 
Aug 1966 Nov 1966 Sep 1966 
Jul 1966 
Aug 1966 Apr 1967 May 1967 Apr 1967 Oct 1966 Oct 1966 
WEAPONS EFFECTS LABORATORY . 
Techn i ca1 .Memoranda 
Title AD Number 
Summary of the Opinions of the Technical Associates to the Atlantic-Pacific Interoceanic Canal Study Commission and Opinions of the Consultants to the Waterways Experiment Station Which Are Related to the Nuclear·. Excavation Cuts, by W. J. Slazak, J. W. Peck, P. R. Fisher, and 
R. s. Holmes. ·. 
.. , ' 
Early Estimates of Radioactivity in the Fallout Field, 
by R. A. Cooper 
Phenomenology of the Formation of a Crater By Detonation of a One-Pound Charge Buried at a Depth of Burst of Two Feet in the. ZULU II Moist Sand, by R. G. ,Bening and K. L. Larner 
The Effects of Inhomogeneities in a .Controlled Sand · .,Medium on Small Scale High Explosive Experiments, by 
W. G. Christopher · ' 
Consolidated Report, Operation BREAKUP, FY 66, Ice Cratering Experiments, Blair Lake, Alaska, by t4. K. 
Kurtz, Jr. 
Cloud Dimensions for Cratering Explosions, by 1~. C. ·Day 
A Computer Sol uti on Using the Pi 11 sbury. Method for Computation of Tides and Currents in Nuclear Excavated,Conventionally Excavated or Combination Channels, by
R. G. Bening 
Stem Design for Tactical Emplacement of Nuclear Explosives, by M. K. Kurtz, Jr. 
A Model of the Formation of the NEPTUNE Crater, by
W. G. Christopher \ 
Analysis of Surface Motion Phenomena of One-Pound ~ ZULU I I Charges of Varying Depth of Burst, by W. G. Christopher 
Analysis of the Phenomena Within the Immediate Crater Area Resulting from the Detonation of One-Pound ZULU II Charges, by H. G. Christopher 
Tidal Hydraulics -Preliminary Report on the Results of Tidal Hydraulic Computations Performed Using the Pillsbury Method of Solution, by R. G. Bening. 
Tidal Hydraulics -Hydraulic Characteristics of Tidal Channels Produced by Nuclear Excavation Techniques,by w. J. Slazak 
\, 

Number ·' 
TM 66-18 TM 66-19 TM 66-20 
TM 67-1 Tt1 67-2 
TM 67-3 TM 67-5 TM 67-6 TM 67-7 TM 67-8 TM 67-9 
TM 67-10 
TM 67-14 
TM 67-16 
TM 67-17 
TM 67-18 
Date Oct 1966 
Nov 1966 . 
..: 
)' 
Dec 1966 Feb 1967 Jan 1967, 
r1ar 1967 ' Mar 1967 Apr 1967 
Jan 1967 
Jul 1967 
Aug 1967 
Jul 1967 
Revised 

Jan 1968 
Sep 1967 
Sep 1967 
Sep 1967 
Oct 1967 
WEAPONS EFFECTS LABORATORY 
Technical t1emoranda 
Title 
Variation of Project ZULU II Crater Dimensions Versus 
Medium Properties, by R. H. Benfer 
. Zone of Bulking, Project SULKY, by P. R. Fisher 
A Report of the Scope and Preliminary Results of Project 
Pre-GONDOLA I, by M. K. Kurtz, Jr. 
Predicted Dose Rates Within the Nuclear Crater and Lip
Area, by W. C. Day 
Channel Criteria for the Evaluation of the Tides and 
Currents in a Nuclear Excavated Sea-Level Canal, by
R. G. Bening ' 
Engineering Properties of Craters, by P. R. Fisher 
An "L" Shaped Row Charge Cratering Experiment, by W. G. 
Christopher 
The EUCLID Code, a Computer Program for the Calculation of the Nuclear Explosive Requirements for a Nuclear Excavated Channel, by 1~. R. Bechtell 
Trace Elements in Common Rock Types and Their Relative Importance in Neutron-Induced Radioactivity Calculations, 
· by W. C. Day and R. A. Paul 
Pre-SCHOONER Target Horizontal Displacement and Velocity 
Histories, by W. J. Christopher , 
A Report of the Scope and Preliminary Results of Project 
Pre-GONDOLA II, Row Charge Cratering Experiment, by 
M. K. Kurtz, Jr. 
Pre-GONDOLA Seismic Decoupling Series, by R. W. Harlan, 
W. G~:~hristopher, and B. B. Redpath 
Explosively Producing an Embankment Across a Narrow, 
Steep-Walled Canyon, by E. H. Kleist 
Nuclear Excavation Feasibility Study, Construction of 
Rockfill Embankment for a Dam, edited and abridged by 
E. H. Kleist 
Site Selection Investigation for a High Explosive 
Cratering Experiment in Varying Terrain, by A. D. 
Frandsen 

Conceptual Study: Dam Construction in Dimond r,orge,
Western Australia, by R. S. Holmes, E. H. Kleist, and 
M • K. Ku rtz , J r • 

AD Number 
Number  nate  
TM  67-19  Dec  1967  
Tr1  67-20  Nov  1968  
Tr1  68-l  Feb 1968  
Tr1  68-2  Feb 1968  
TM 68-3  May 1968  
TM  68-4  Feb 1968  
TM  68-5  Mar 1968  
n1 68-6  Apr 1968  
H1  68-7  Apr 1968  
TM  68-8  Jul  1968  
TM  68-9  Nov  1968  
TM  68-10  Jul  1968  
TM 68-11  Oct 1968  
TM  68-12  Jan 1969  
Tr1 68-13  Nov  1968  
H1  68-14  Nov  1968  

WEAPONS EFFECTS LABORATORY 
Technical Memoranda 
Title 
Concepts of Techniques of Seismic Site Calibration for Project Pre-GONOOLA, by 8. B. Redpath 
Project ANGLEDOZER: Site Selection Investigations, by
A. D. Frandsen and R. W. Fleming 
The WIND Code: A Computer Program for Calculating and Summarizing \Hnd Hodographs, by W. R. Bechtell 
Concepts of Nuclear Excavation, by E. H. Kleist 
Project Pre-GONOOLA II: Physical Characteristics Studies, Fort Peck Dam Embankment, by R. J. Kley 
Effective Yields for Effects Predictions for Row and Array Emplacement of Surface and Buried Nuclear Charges, by W. C. Day 
Results of Array Modeling Experiment to Produce Flat Slopes Using the T\vo Pass Concept 
Summary of Nuclear Crater Slope Stability Empirical and Analytical Studies, FY 1963 -FY 1968, by Earth 
Sciences Group 
Preliminary Assessment of Nuclear Crater Slope Stability as Related to the Interoceanic Canal Studies, by B. C. Hughes 
A Computer Program for Analyzing the Stability of Nuclear Crater Slopes, by W. R. Bechtell 
Project ZULLI II: Summary Report of Flat-Slope ArrayExperiments, by J. P. Cress 
Preliminary Report: NCG Pre-GONOOLA III Sixty-FourPound TNT Flat-Slope Experiments Conducted at Fort Peck, Montana, by J. P. Cress 
Sensitivity of Nitromethane and Survivability of a One-Ton Aluminum Sphere Under High Pressure Loading,by cl. P. Cress 
BORHOL: A Computer Program to Compile GeologicalEngineering Parameters from NX Borehole Camera Data, by G. Furst and J. F. Fischer 
Analysis of the Feasibility of Channel Improvement byNuclear Excavation at Sergius and Whitestone Narrows, Alaska, by R. W. Mattes 
Analysis of Vesic Crater Modeling Experiments, by D. L. Nelson and T. s. Taylor III 
AD Number 
WEAPONS EFFECTS LABORATORY 

Technical Memoranda 
Number Date Title AD Number 

TM 68-15 
H1 68-16 
H1 69-1 
TM 69-3 TM 69-5 TM 69-6 
H1 69-7 TM 69-9 
TM 69-11 n1 69-12 
H1 70-1 
Tr1 70-3 
n1 70-4 
rt.1 70-5 TM 70-6 T~1 70-7 
Jan 1969 
Jan 1969 
Jan 1969 
Feb 1970 Apr 1970 Jan 1970 
May 1969 Aug 1970 
Jul 1970 Jan 1970 Mar 1970 Jan 1971 Jan 1971 
Feb 1971 Aug 1970 Apr 1971 
An Analysis of the Grid Photography Technique as a Means of Determining the Size Distribution of Crater Fallback and Ejecta, by B. D. Anderson II 
Preliminary Assessment of the Postshot Engineering and Construction Requirements for the Cape Keraudren Port Development Project, by J. D. Johnson 
Preliminary Estimation of the Postshot Interval Required for Radionuclide Concentration in Family Cow Milk to Decay to Acceptable Levels, by A. E. Sowers 
Project ZULU II: Harbor ~1odeling Study, by D. J. Fitchett 
A Method for Predicting Final Rubble Size in Explosive Excavations, by J. F. Fischer 
General Site Selection Study, by A. D. Frandsen 
Predicted Exposure Rates Within the Nuclear Crater and Lip Area, by T. M. Tami 
Estimating the Internal Radiation Dose to Man Via Major Ecological Pathways for Plowshare Nuclear Cratering Events, by A. E. Sowers, L. J. Corsiglia, and R. Vollmerhausen 
Summary of Explosive Cratering Performance Tests Conducted at Site 300 During 1969, by R. F. Bourque 
Lunar Excavation with Buried Explosives, by R. F. Bourque 
Analysis and Reevaluation of Bulking Factors, by 
A. D. Frandsen 
Chemical Explosive Excavation State-of-the-Art, by 
R. K. Leu 
Explosive Excavation on the Moon: The Lunar Surface, Lunar Explosives and Emplacement, Terrestrial Modeling Techniques, and Seismic, Blast, and Ejecta Effects, by R. F. Bourque 
Conceptual Lunar Applications of Chemical Explosives, by G. E. Thorne 
Training for Chemical Explosives Employment for Lunar Applications, by K. E. Sprague 
Analysis of Hydrologic Transport of Tritium, by W. M. Little 
Number m 70-8 Tt1 70-11 TM 70-12 Tt1 70-13 Tt1 70-14 
n1 70-15 TM 71-1 Tr~ 71-2 TM 71-3 Tr1 71-4 TM 71-5 Tt1 71-6 TM 71-7 
TM 71-8 m 71-9 Tr1 71-10 Tt1 71-11 
Date Feb 1971 Aug 1971 t1ar 1971 Apr 1971 Mar 1971 
Oct 1970 Feb 1972 Dec 1971 Sep 1971 Dec 1971 t·1ay 1971 Jan 1972 Feb 1971 
Mar 1972 Jan 1972 Mar 1972 
Aug 1971 
\~EAPONS EFFECTS  LABORATORY  
Technical  Memoranda  
Title  AD  Number  
Rainfall Leaching Model Code, by W. r1. Little  for Fallout Tritium:  The RAIN  
Summary of Underwater Cratering Tests Conducted at Site 300 During 1970, hy K. T. Sakai and R. F. Bourque  AD  A027  426  
Feasibility of Constructing a ~1ilitary Harbor Using Nuclear Explosive·;, by F. F. Warden and T. r1. Tami  
A Method for Estimating the Bulking Factor of Rubble Explosive Excavation, by J. C. Struckel  in  
A Review of t1aterial on Predicting Underwater Shock Wave Dynamics and Safe Distances for Underwater Swimmers, by L. J • Co rs i g1i a  
User's Manual for Crater Data: A Computer Code for Analyzing Experimental Cratering Tests, by R. F. Bourque  
Cost Experience of Explosive Excavation Experiments, by W. J. Wnuk  
Explosive Cavity Construction by Drilling and Underreaming, by J. C. Struckel and W. J. Wnuk  
t1edia Classification for Explosive Excavation, by R. Gates and C. E. Gardner  H.  
Wedge Slope Stability Analysis of Explosive Excavations, by R. E. Zehrbach  
Groundwater and Piezometric Records Craters, by T. J. Shackelford  for Pre-GONDOLA  
Results of Cylindrical Charge Tests, Site 300, 1970 71, by D. R. Gilson and L. W. Mays  - 
Design and Analysis of Spherical Aluminum Containers Used in the MIDDLE COURSE Cratering Experiments, byF. F. Warden  
Tree Damage from the TRINIDAD Cratering Experiments C-1, C-2, and C-3, by C. M. Snell  
Underwater Explosive Excavation Modeling Tests, by E. H. Kleist and 1'1. R. Florey  
Project MINI-MOUND, by T.  J. Shackelford  
A Study of Emplacement Construction Techniques for the Explosive Excavation of SERGIUS NARROWS, by K. E. Sprague  

W-2f'i  
Number  Date  
TM 71-12  Dec  1971  
TM 71-15  Oct 1972  
TM  71-17  Apr 1972  
m 71-18  Apr 1972  
TM  71-29  Mar 1972  
TM  71-30  Jan 1972  
Tr1  72-1  Feb 1972  
TM  72-2  Jan 1972  
H1  72-4  Apr 1972  

WEAPONS EFFECTS LABORATORY 
Technical Memoranrla Title AD Number Explosive Excavation Test Facility, Site 300, by W. J. 
Wnuk DIAMOND ORE, Phase I Shock Wave Interaction and Near-Surface Cavitation, 
Project TUGBOAT, by C. M. Snell 
Development of Large Diameter Core Barrel, by T. J. Shackelford Simulation of Subsurface Nuclear Explosions with 
Chemical Explosives, by D. E. Burton and E. J. Leahy User's Manual for CPM Computer Code, by W. J. Wnuk User's Manual for MIDOL Cost Minimization Computer 
Code, by W. J. Wnuk 
Anthology on Explosive Excavation, 19f'i8 -1971, edited by R. H. Gates User's Manual for MITIM Time Minimization Computer 
Code, by L. W. t1ays 
WEAPONS EFFECTS LABORATORY 
Technical Memoranda 
Number Date 	Title AD Number 
Unnumbered 	Effects of Explosions in Shallow Water: 
Dec 1951 Report 1 	Cratering Effects in Loess Soil and Surface Waves for a Scaled Water Depth of 200 Ft (AFSWP-131) 
Mar 1952 Report 2 	Cratedng Effects in Loess Soil and Surface AD 223 190 Waves for a Scaled Water Depth of 30 Ft (AFSWP-343) 
Jul 1952 Report 3 	Cratering Effects in Sand and Surface Waves for a Scaled Uater Depth of 200 Ft (AFSWP-132) 
Aug 1952 Report 4 	Cratering Effects in Loess Soil for Scaled Water Depths of 200 and 30 Ft (Addenda to Reports Nos. 1 and 2) (AFSWP~l33) 
Jan 1953 Report 5 	Cratering Effects in Sand, Surface Waves, and AD 003 400 Air Blast Measurements for a Scaled Water Depth of 30 Ft (AFSWP-134) 
Apr 1953 Report 6 	Cratering Effects in Sand, Surface Waves, and AD 019 803 Air-Blast Measurements for a Scaled Water Depth of 200 Ft (AFSWP-135) 
Jul 1953 Report 7 	Cratering Effects in Sand and Loess. Soil, Sur-AD 021 161 face Waves and Air-Blast Measurements for Scaled Water Depths of 60 and 100 Ft (AFSWP136) 
Sep 1953 Report 8 	Cratering Effects in Clay Soils for Scaled AD 019 .990 Water Depths of 30, 60, 100, and 200 Ft (AFSWP-137) 
Sep 1953 Report 9 	Instrumentation (AFSWP-138) AD 025 961 
Unnumbered Jul 1952 	Soil Conditions Beneath Coastal Harbors -United States 
TM 2-397 Jan 1955 	Underwater Explosion Test, Sevier Bridge Reservoir, AD 055 434 Utah (WES Portion of Program) (AFSWP-806) 
TM 2-406 Apr 1955 	Effects of Explosions in Shallow Water; Final Report. AD 061 696 (AFSWP-452) . 
TM 2-422 Nov 1955 	Study of Energy Partitioning for Pa~rtially ·confined AD 085 063 . Explosives (AFSWP-788) · 
TM 2-427 Feb 1956 	Effects of Explosions in Deep l4ater; .Final Report(AFSWP-960) 
Number 
** 	TR 1 TR 2 TR 3 TR 5 TR 6 TR 7 
TR 8 TR 10 TR 11 TR 12 
TR 	13 
TR 	14 
TR 	15 
TR 	17 
TR 	18 
Date Jun 1966 Sep 19'68 Nov 1968 Nov 1968 Oct 1968 Aug 1971 
Oct 1968 ~1ar 1969 May 1970 t1ar 1970 
Dec 1970 Sep 1969 
nee 1970 Jul 1971 Jun 1969 
t1ar 	1970 
WEAPONS EFFECTS LABORATORY 
Technical Reports* 
Title 
Military Engineering with Nuclear Explosives, by M. K. Kurtz, Jr;, and B. C. Hughes 
Nuclear .Construction Engineering Technology, by B. c. · Hughes, R. s. Holmes, B. B. Redpath, et al 
Project ZULli II -Phase I, Single-Charge Calibration 
Series, by 1~. W. Johnson and D. L. Nelson 
Project ZULU II -Laboratory-Seale Row-Charge Cratering Ser:ies, .by.N. A. Novak 
Nuclear Excavation Design of a Transisthmian Sea-Level 
Canal; by_.B. C. Hughes 
Prediction.of Airblast Overpressures from Underground Explosions, by C. M. Snell, D. L. Oltmans, and E. J. Leahy 
The 	Corps of Engineers Nuclear.Explosives Studies for 
Civil Construction, by B. C. Hughes 
Constructi()n Techniques and Costs for Emplacement of 
Nuclear Explosives in Disturbed Media, by J. L. Hair 
Nuclear.Explosive Quarrying Potential Within North 
Pacific Engineer Division 	· 
Conventional Excavation Methods and Costs for Use in 
Feasibility Studies of Nuclear and Conventional Earth
work Projects, by J. n. Wills and t. 0. Brunken 
Quarrying with Nuclear Explosives, by A. S. Vesic 
Natural Rubble Slopes and Their Relevance to Crater 
Fallback Slopes, by R. J. Lutton · 
Empirical Study of Behavior of Clay Shale Slopes, by 
R. 	W. Fleming, G. S. Spencer, and n. C. Banks 
Volume 1 
• ' I 	~ 
.Project. TANK TRAP:. A Field Evaluation of Nuclear 
Terrain-Barriers 

A Simple Technique to Determine the Size Distribution 
of 	Crater Fallback and Ejecta, by B. D. Anderson II 
AD AD AD AD AD AD AD 
AD AD AD AD 
AD AD 
AD AD AD 
AD 
Number 814 714L 685 798 682 736 681 941 681 228 743 173 
680 187 688 170 873 452 707 439 
734 	332 
699 	412 
722 	249 
729 	849 
693 	817 
707 .440 · 
*The Technical Reports listed on paqes W-28 and 1~-29 are a series issued by the former 
Explosive Excavation Research Laboratory which is now discontinued. ** For Official Use Only. 
WEAPONS EFFECTS LABORATORY 
Technical Repo!.~ 
Number Date Title AD Number · 

------····-----
TR 19  Jan 1970  
TR  21  Jun 1971  
TR  22  Sep 1971  
TR  25  Feb 1971  
TR 27  Aug 1970  
TR 28  Nov 1970  
TR 29  Nov  1970  
TR  30  Sep 1970  
TR  33  Nov  1971  
TR 35  Jun 1971  
TR  36  Jul 1971  
TR  37  May 1971  
TR  38  Aug  1971  
TR  3.9  Nov  1971  
TR  40  Nov  1971  

The NGG Fallout Scaling Model: A Graphic-Numerical Method of Predicting Fallout Patterns. for Nuclear Gratering Detonations, by D. E. Burton  AD 704 ·688  
Explosive Excavation Technology, by s•.M.  Johnson  AD  727 651  
Fallout Prediction Procedure for Subsurface ADM's, by Charles Snell, Donald Burton, and John O'Connor  AD 736 852  
Study of Explosives for Lunar Applications  AD 724 646  
Seepage Characteristics of Explosively Produced Graters in Soil and Rock, by W. G~ Sherman and· D. G. Banks  AD 715 727  
Project Trencher -Evaluation of Aluminized Blasting Agents for Gratering and Hole Springing, by R. F. Bourque  AD  892 049  
The Initiation of Failure in Slopes in Overconsolidated Clays and Clay Shales, by I. V4 Gonstantopoulos, J 4 T. Christian, and R~ V. Whitman  AD 738 140  
Hydrologic Transport of Radionuclides from Graters and Quarries, by Paul Kruger ·  Nuclear  AD 737 210  
Project Sergius Narrows -Summary of Tests Island, Alaska, 1970, by R. H-Gillespie  on  Liesnoi  AD 740 657  
Middle Course  I Gratering Series, by D.  J. Fitchett  AD 738 139  
Analytical and Graphical Methods for the Analysis of Slopes in Rock Masses, by A. J-Hendron, Jr., E. J. Gording, and A-K. Aiyer  AD 738 929  
Summary of Time-Delayed Row-Charge Gratering Experiments, Site 300, 1970, by R. J. Meisinger  AD 734 294  
Project Pre-Gondola III, Phase III, Row Grater to a Reservoir, by B. B- Connection of a Redpath  AD 737  198  
A Revised Empirical Approach to Airblast Pr.ediction, by G. M. Snell arid 04 'L. Oltmans ·  AD 742 673  
Prediction of Ground-Shock-Induced Airblast Overpressures for Subsurface Explosions from Peak Vertical' Spall Velocity, by G. M. Sn.ell and D.• L4 Oltmans  AD 739 509  

W-30  
WEAPONS  EFFECTS LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  2-438  Jan 1957  Effects .of. Stemming  on  Underground Explosions  AD 121 974  
TR 2-467  Nov 1957  Model  Determination of Explosion Damage  to  Concrete  AD 912 603  
Runways (Feasibility Study)  
* TR 2-471  Mar 1958  Feasibility of Reducing Wave  Heights by Means of Large  AD  909 045L  
Craters  
TR  2-472  Apr 1958  The Effects of Explosions  on  Gravity-Type Dams  AD 156 860  
TR 2-478  May 1958  Effects of a Soil-Rock Interface on  Cratering  AD 161 068  
TR  2-482  Jun 1958  Crater.ing ,Effects of Surface and  Buried HE  Charges in  AD 219 888  
Loess· arid  Clay  
TR WT-1420  Jun 1959  .  Blast Loading and Response of Underground  Concrete AD BOOl 855  
Arch Protective Structures (Operation PLUMBBOB  - 
Project 3.1):, by W.  J. Flathau,  R. A. Breckenridge,  
and  c.  K. Wtehle  
TR  2-512  Jun 1959  The Effect of the Angle of Incidence on  Water-Shock  AD 309 534  
Loading of Urderwater Structures  
TR  2-547  Cratedng from High Explosive Charges:  
•  May 1960  Report 1  I cdmpendium of Crater Data  AD 238 430L  
•  Jun 1961  Report 2  Analysis of Crater Data  AD 263 170L  
TR 2-564  Apr 1961  Shock-Wave Attenuation Properties of a  Bubble Screen  AD  323 151  
TR  2-590  Jan 1962  Design and Analysis of Underground  Reinforced-Concrete  AD 274 727  
Arches  
TR  2-597  Feb 1962  Air Blast in  an  Arctic Environment  AD 274 722  
* TR 2-615  Feb 1963  A Quantitative Evaluation of the Underwater  Sho~k  AD 336 409L  
~lave  Resulting from Surface and  Underwater Explosions  
TR  1-647  Surface Wave,s Resulting from  Explosions in Deep Water:  
•  Jul 1964  Report 1  I . . . . Summary of Experimental  Procedures and  Results  AD 354 598L  
of Tests at WES Underwater  Explosion Test Site  
•  Apr 1966  Report·2.  Su~marv of Experimental  Procedures and  Results  AD  374 708L  
of Tests at Pinkston .·  Lake Ouachita, Arkansas, by J. M. ·  
•  Apr 1968  Report 3  Pr;opagation Characteristics, by  c.  E. Pace,  AD 836 949L  
R. w. Whalin,  and  J. N.  Strange  
•  Jan 1969  Report 4  Effect of Charge Depth of Submergence  on  W~ve  AD 848 044L  
Height and  Energy Coupling,  by  c.  E. Pace,  
R. W. Whalin,  A. Sakurai,  and J. N.  Strange  
* Statement B.  See Preface.  

W.;.31  
WEAPONS  EFFECTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR 1-647  
* (Cont)  Mar 1970  Report 5  Summary of R~sults, Comparison with Theory, and Deve1opm~nt of a Prediction t4ethod, byC. E. Pace, R. W. Whalin, and J. N. Strange  AD  501 521L  
TR 1-649  Structures in  an  Arctic Environment:  
Report 1  (not published)  
Report 2  (not published)  
Oct 1964  Report 3  Airblast and Subsurface Shock of High-Explosive Tests, hy c. E. Joachim  AD 450 624  
TR 1-660  Nov  1964  Model Study of Loading, by R.  a Buried Arch SubjectedK. Tener  to Dynamic  AD  452 104  
TR 1-665  Nov  1964  Craters Resulting from Repeated Explosions Along a Common Vertical Axis, by J. N. Strange and A. D. Rooke  AD  452 611  
TR 1-674  May 1965  An Experimental Study of ArchingMcNulty  in Sand, by J. W.  AD  615 511  
TR 1-676  Jun 1965  Static Tests of Reinforced-Concrete Deep Beams, byG. E. Albritton ·  AD  467 023  
TR 1-682  Jul  1965  Response of Horizontally Oriented Buried Cylindersto Static and Dynamic Loadings, by A. F. Dorris  AD  621 340  
* TR 1-695  Oct 1965  Some Basic Principles of Scaling Explosion-Produced Damage to Deep Unlined Openings in Rock, by_G, B. Clark  AD  368 244L  
TR 1-701  Nov  1965  Review of the Literature Pertaining of neep Beams, by G. E. Albritton  to  the Analysis  AD  626 589  
TR 1-704  Water-Shock Wave Reflection Properties of Various Bottom Materials:  
*  Nov  1965  AD  369 080L  
*  Sep 1967  AD  821 241 L  
*  Sep 1968  Report 3  Reflection Properties of a Concrete Bottom, by Louis t1iller, J. N. Strange, and J. M. Pinkston  AD  842 023L  

* Statement B. See Preface. 
Number . 
TR 1-704 

* (Cont)
-' . ·* 
* 
TR 1-707 
TR 1-720 

TR 1-723 
TR 1-750 . 
TR 1-758 
TR 1-759 TR 1-768 
TR 1-770 
* 
TR 1-771 
* 
* 

* Statement 	B. · 
WEAPONS EFFECTS LABORATORY 
Technical Reports 
Date 	Title 
Report 4 Final Report:
' ,,.. ' 
MayJ971 ' ·vbl u~~ i 	Main Text, by Louis Miller, J. N. Strange,
;! : . 
and J. M. Pinkston 
May 1971 Volume II 	Appendixes,· by Louis Miller, J. N. Strange, and J. M. Pinkston 
•' 
Dec 1965 	Description, Proof Test, and Evaluation of Blast Load Generator Facility, by G. E. Albritton 
..· I ·.·. 
Apr 1966 ·The:pastic Response of Buried Cylinders, Critical 
Literatt:.it'e Review and Pilot Study, by G. E. Albritton, 

J. L. Kirkland, T. E. Kennedy, and, A. F. Dorris 
Jun 1966 	Initial Evaluation of the Free-Field Response of the Large Blast Load Generator, by T~ E. Kehnedy, G. E. Albritton~.. and R. E. Walker · · · 
. ' . ;,,1''. 
Dec 1966 	Response of a Buried Prototype Communications Conduit to StaTic and Dynamic Loading, by A. F. Dorris and G. E. Albritton 
Feb 1967 . Static and Dynamic Laboratory Tests of Unreinforced Concrete Fixed-End Arches Buried in Dry Sand, by G. D. Meyer and W. J. Flathau 
1 
Mar 1967 	Operation Snowball; Project 3.6-Earth Motion Measure
ments,by D. W. Murrell 

'oynamic Test of a Model Flexible-Arch-Type Protective .. Shelter: 
Apr 1967 	Report 1 Pilot Test, ·by T. E. Kennedy and J. T. Ballard 
Nuclear' Weapons Effects on' Dams and-Other Submerged and Semisubmerged Hard Targets: · · 
Apr 1967 · Report 	Literature Survey and ProposedResearch to 
Study Damage.from Contact Burst, by L. K. 
Davis. and A. D. Rooke

:·. (•, 	! :' ·,·_·.
': ("-• 
I • t~ ; _ , : ~ " ' , . ,! ., , . -~ I • 1 , • • 
·Water Shock Waves Resul t1ng from. ~xplos1ons Above an Air-Water Interface: ··· 
Apr '1'967 . · R~po'rt~' ,1:' 	Results of a T,heoret1cirl Investigation, by · 
'Akira Sakurai and a. ~·k Pinkston 

May 1970 Report 2 	Experimental Study, by Louis Miller, J. M. 
Pinkston, and J. N. Strange 

See Preface. 	·' ". 
AD 
AD AD AD AD 
AD 
AD 
AD 
AD 
AD 
AD 
AD AD 
Number 
884 576L 884 577L 477 079 633 673 
636 729 
646 608 
650 851 
649 769 
651 349 
813 982L 
814 396L 870 820L 
' ) 
WEAPONS EFFECTS LABORATORY 
Technical Reports Number Date Title AD Number TR 1-789 Jul 1967 A Dynamic Ultimate Strength Study of Simply Supported AD 658 749 
Two-Way Reinforced Concrete Slabs; Fi na 1 Report, by 
D. R. Denton 
TR 1-794 Sep 1967 	Shock Transmission Through Ice and Snow, by c. E. AD 659 774 Joachim 
TR 1-797 Sep 1967 	The Dynamic Response -of Buried Concrete Arches, Project AD 661 632 3.2, Operation Snowball, by N. Palacios and T. E. Kennedy 
TR 1-801 Nov 1967 	Development of On-Structure Stress Gages, by R. ~/. AD 664 127 Faust and J. K. Ingram 
TR 1-807 Jan 1968 	Similitude Study of Flexible Burfed Arches Subjected AD 666 204 to Blast Loads, by J. P. Balsara 
TR 1-813 Jan 1968 	The Stability During Construction of Three Large UnderAD 666 183 ground Openings in Rock, by E. J. Cording 
TR 1-814 Feb 1968 	Development of a Free-Field Soil Stress Gage for Static AD 666 769 and Dynamic Measurements, by J. K. Ingram 
TR 	1-821 Apr 1968 Behavior of Flexible Cylinders Buried in Sand Under AD 670 015 Static and Dynamic Loading, by G. E. Albritton 
* TR N,..68-l. Aug 1968 Design, Construction, and Evaluation of Protective AD 839 513L Military Structures, by G. L. Carre 
TR N-69-1 Jan 1969 	Modeling of Beams and Arc_hes Made from Processed Snow AD 681 909 and Subjected to Static Loads, by J. M. Watt 
TR N-69-2 	Response of Deep Two-Way-Reinforced and Unreinforced 
Concrete Slabs to Static and Dynamic Loading: 

Mar 1969 Report 1 Review of the Literature and Nuclear ~~eapons AD 849 9G6L
* 
Effects Pertaining to Deep 	Slabs, by G. E. 
Albritton and K~ M. Cole 
Oct 1969. Report 2 The Dynamic Response of Deep Slabs, Project AD 86i 163L
* 
Hercules, by G. E. Albritton and K. t1. Cole Nov 1969 Report 3 Static Tests of Deep Slabs Having a Span-to-AD 863 637L
* 
Thickness Ratio of 4. 12, by K. M. Cole, G. E. Albritton, and J. E. Beavers 
Nov 1969 Report 4 Mine 	Shaft Series, Mine Under Event; Program AD 862 558L
* 
3 -Structural Response, Deep-Slab Tests, by -G. E. Albritton, J. P. Balsara, and D. M. Bayer 
Sep 1970 Report 5 Static Tests of Deep Square Composite Slab, AD 877 404L
* 
by J. E. Beavers and G. E. 	Albritton 
* Statement B. See Preface. 
W-34. 
WEAPONS EFFECTS LABORATORY 
Technical Reports 
Number Date 	Title AD Number 
TR N-69-2 
* 	(Cont) Sep 1970 Report 6 Mine Shaft Series, Mineral Rock Event, ProAD 877 405L gram 3 -Structural Response Studies, DeepSlab Tests, Phase 2, by J. M. Watt, J. P. Balsara, and G. E. Albritton 
May 1971 Report 7 	Static Tests of Deep Slabs Having Various AD 884 574L
* 
Span-to-Thickness Ratios, by J. E. Beavers 
and G. E. Albritton 
Jun 1974 Report 8 Oynamic Tests of 	Oeep Slabs Having a Span-toAD 920 839L
* 
Thickness Ratio of 4.12, by J. M. Watt, Jr. 
Jul 1973 Report 9 	Summary Report, by r.. E. Albritton and R. D. AD 912 7llL
* 
Crowson 
TR N-69-3 	Shock Waves Resulting from Explosions at an Air-Hater 
Interface: 

May 1969 Report 1 	Analytical Study, by Akira Sakurai AD 854 OlOL
* Jan 1971 Report 2 Experimental Study, by L. t4iller and J. M. AD 514 070L
* 
Pinkston, Jr. 
TR N-69-4 	Runup Characteristics of Explosion-r.enerated Waves in 
Major Harbor Areas: 

Jun 1969 Report 1 Wave 	Intrusion Into Monterey Harbor, CaliforAD 854 998L
* 
nia, by D. R. Bucci ~nd R. 	H. Whalin 
Sep 1970 Report 2 	Methodology for Conducting Runup Tests in a AD 877 123L
* 
Distorted Model and Wave Intrusion Into San Diego Bay, California, by D. R. Bucci and 
R. ~1. Whalin 
* TR N-69-5 Nov 1969 Critical Charge Standoff Distances for Destroying AD 506 471 Various Types of B~idge Piers, by J. N. Strange,
L. Miller, and D. R. Bucci 
TR N-69-6 Oct 1969 Elastic Response of Shock-Isolated Cylinders Buried AD 696 083 in a Dense, Ory Sarid, by D. C. Foster · 
* TR N-69-7. Nov 1969 Dynamic Response of a Small Shear Wall Structure, by AD 863 820L 
J. n. Bakos 
TR N-69-8 	Army Aircraft Protective Structures Designs: 
Nov 1969 ·.Report 1 	Helicopter Revetment Systems Using FieldAD 861 853 Availabl~ Materials for Protection Against Weapon Fragmentation, by G. L. Carre and 
W. L. Huff 
* Statement B. See Preface. 
Number Date 
TR N-69-8 

* 	
(Cont) Sep 1970 Aug 1971 

* 	
Nov 1971 Apr 1972


* 
* 	
Mar 1972 

* 	
Jan 1972 

* 	
Jun 1972 

* 	
Jun 1972 TR N-70-1 Dec 1970 


TR 	N-70-3 Jan 1970
* 
Apr 1970
* 
* 
TR N-10-4 	Feb 1970 

* 
TR N-70-5 Feb 1970 TR N-70-6 Mar 1970 


AD Number AD 512 410L AD 730 673 AD 889 678L 
WEAPONS EFFECTS 	LABORATORY 
Technical 	Reports 
Title 
Report 2 	Weapons Effects and Vulnerability Analyses --Mortars, by A. D. Rooke, Jr., C. A. Miller, and H. D. Hardcastle 
Report 3 	Response of Selected t4aterials to High-SpeedFragment Impact, by J. W. Brown and W. G. Dykes 
Report 4 	Fragmentation Tests of Selected Statically Detonated t4ortar and Rocket Rounds, by G. L•. Carre 
Report 5 	~Jeapons Effects and Vu 1 nerabi 1 i ty Ana lyses --Rockets, by H. D. Hardcastle and H. L. Knudson 
Report 6 	Weapons Effects and Vulnerability Analyses Parking Areas, by A. D. Rooke, Jr. 
• ,< 
Report 7 	Evaluation of Thin-Walled Revetments, by 
G. 	L. Carre 
Report 8 	Analysis, Construction, and Evaluation of a Large Hardened Arch Shelter, by J. P. Balsara, et al. 
Report 9 	Design, Construction, and Evaluation of Snall Shelters, by B. B. Hoot, et al. 
Strength and Behavior of Reinforced Concrete Slab-Column Connections Subjected to Static and Dynamic Loadings; Final Report, by M. E. Criswell 
Subscale Static 	Tests Closure Analysis and Test Program: 
Report 1 	Data Report for First-Phase Tests, by J. ~1. Watt 
Report 2 	Data Report for Second-Phase Tests, by J. t1. Watt 
Mine Shaft Series, Subtask Nl23, C~l~bration Cratering · Series, by L. K. Davis 
Results of Surface Wave Experiments, Mono Lake Explosion Test Series, 1965, by J. M. Pinkston, F. W. Skinner, and 
J. 	N. Strange 
Dynamic Response of a Model Buried Field Shelter, Project LN314, Operation Prairie Flat, by T. E. Kennedy 
* Statement B. See Preface. 
AD AD AD ·AD 
AD AD 
AD AD AD AD 
AD 
520 665L 
520 259L 

891 901 
901 717 
443L 053L 
054L 308 
865 527L 873 550L 867 467L 867 008L 
704 957 
W-36  
WEAPONS  EFFECTS LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR  N-70-7  An Experimental Investigation of Soil-Structure Interaction in a Cohesive Soil:  
Mar 1970  Volume I, by G. E. Jester  AD 706 210  
Mar 1970  Volume II, by G. E. Jester ,·, 'i  AD 706 211  
* TR  N-70-8  Mar 1970  Mihe·Shaft Series, Events Mine Under and Mine Ore,  AD 871 472L  
Subtask Nl21, Crater Investigations, by L. K. Davis  
* TR  N-70-9  Apr  1970  Surface Waves Resulting from Explosions Above a Water Surface, by C. E. Pace  AD 869 576L  
TRN-70-10.  Apr 1970  Suryey of Gulf Coast Structural Hurricane Camille, August 1969; Criswell ahd R. S. Cummins  Damage Resulting from Final Report, by M. E.  AD  707 941  
* TR  N-70-11  Jul  1970  In-Stru.cture Motion Measurements, Project LN315, Operation Prairie Flat, by T. E. Kennedy  AD 875 023L  
* TR  N-70-12  Aug  1970  Mono Lake Explosion.Test Series, 1965, Analysis of Surface Have and Wave Runup Data, by R. W. Whalin, C. E. Pace, and W. F. Lane  AD 876 073L  
TR N-70-14  Sep 1970  Distant Plain Events 6 and lA, Project 3.02A, Earth r1otion and Stress r1easurements, by D. W. t4urrell  AD  716 769  
* TR N-71-1  Feb 1971  In-Structure f,1otion Studies for Shallow Buried Pro AD 882 988L  
tective Facilities; Phase lib, by T.  E. Kennedy  
TR  N-71-2  Apr 1971  Dynamic Tests of Large Reinforcing Bar Splices, byW. J. Flathau  AD  723 045  
TR N-71-3  May 1971  Project Officer's Final Report, Operation Distant Plain, Events 1, 2A, 3, 4, and 5; Project 3.02A, Earth t·1otion and Stress Measurements, by J. K. Ingram  AD  725 534  
* TR  N-71-6  Jun 1971  Portable Bunker Tests and  Evaluation, by B.  B. Hoot  AD 885 285L  
TR  N-71-7  Jun 1971  Digital 'Filters for Explosion Effects Analysis, byH. D. ·carleton  AD  725 993  
TRN-71-8  Jull971  Dynamic Response of Concrete Arch Bunkers; Pack, Project LN314A, by R. K. McGrath ·  Event Dial  AD  726 969''  
TR  N-71...:9  Jul  19'71  The Dynamic Resporise of a Simulated Buried Arch Hl as t Loading, by T. E. Kennedy  to  AD  727 678  
* TR  N-71-10  Jun 1971  Fragme.nt Defeating Capabilities of Plastic Armor, byw. ·w. Kakel · I ,  AD 887 621L  
* TR  N-72-1  Jan 1972  Mine Shaft Series, Events Mine Under and Mine Ore; Subtask SS222, Ground t-1otion and Stress Measurements,  AD 891 597L  
by C. E. Joachim  
* Statement B.  See Preface.  

WEAPONS  EFFECTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
TR  N-72-2  Feb 1972  Operation Prairie Flat, Project LN 302: Earth Motion and .Stress f1easurements, by D. ~1. 11urrell  AD  738 138  
* TR  N-72-3  Feb 1972  Generation of Water Surface Waves by t1ultiple Explosions, by C. E. Pace and F. t~. Skinner  AD  892 377L  
TR N-72-4  Bridge Response  to  Explosion-Produced Hater Plumes:  
*  Feb 1972  Report 1  Physics of the Plume in Deep Water, byW. H. McAnally, Jr., and R. L. Rand, Jr.  AD  519 529L  
*  Jan 1974  Report 2  Physics of the Plume in Shallow Water, byD. G. Outlaw and J. N. Strange  AD  917 077L  
r~ar  1974  Errata Sheet No.  1  
* TR  N-72-5  Feb 1972  · Subsurface Sensors for f1easuring Surface Waves, Mono Lake Explosion Test Series, 1969, by. J. R. Houston and D. R. Bucci  AD  892 366L  
TR N-72-6  Apr 1972  Operation Mine Shaft, Mineral Rock Event, Far-Out Ground Motions from a 100-Ton Detonation Over Granite,by D. W. t1urrell  AD  741 771  
TR  N..:72-7  Fundamental  Studies of Medium-Structure  Interaction:  
Jun 1972  Report 1  Finite Element Analysis of Buried Cylinders,by J. L. Kirkland and R. E. Walker  AD  743 862  
* TR  N-72-9  Sep 1972  Shock ~lave Propagation in Shallow Hater, by Louis Miller and J. N. Strange  AD  904 283L  
TR  N-72-10  Nov  1972  Design and Testing of a Blast-Resistant Reinforced Concrete Slab System, by M. E. Criswell  AD  755 096  
TR  N-72-12  An Assess~ent of the State-of-the-Art for Vulnerabilityand Hardness Analysis of Ballistic Missile Defense Facilities:  
*  Dec  1972  Chapter 1  Introduction, by T.  E. Kennedy  AD  915 366L  
*  Dec  1972  Chapter 4  Ejecta, by A.  D. Rooke and J.  ~l.  t1eyer  AD  915 372L  
r1ar 1973  Errata Sheet No.  1  
*  Dec  1972  Chapter 6  Nuclear Radiation, by L.  S. Abbott  AD  915 373L  
TR  E-72-16  Apr 1972  EstiMating Water-Shock-Induced Airblast from tions in a f·1edium Overlain with Water, by C. Snell  DetonaM.  AD  755 099  
TR  E-72-23  Feb 1972  Project TUGBOAT: Explosive Excavation of in Coral, by W. C. Day  a Harbor  AD  754 534  

* Statement B. See Preface. 
Number TR E-72-24 TR E-72-26 
TR E-72-31 
TR E-72-32 
TR E-73-1 
TR N-73-1 
TR E-73-2 
* TR N-73~2 
TR E-73-3 
* TR N-73-3 
TR E-73-4 
TR N-73-4 

TR E-73-5 
TR N-73-5 

TR E-73-6 

TR N-73-6 

Date Jun 1972 Jun 1972 
Dec 1972 Jul 1972 Jul 1972 
Revised Apr 1973 May 1973 Apr 1973 
Jul 1973 May 1973 
Aug 1973 May 1973 
Oct 1973 Jul 1973 
Oct 1973 Oct 1973 
Sep 1973 
WEAPONS EFFECTS LABORATORY 
Technical Reports 
Title 
Hole Springing, by R. H. Gillespie 
Construction of Nuclear Geostorage Facilities for Petroleum Products, by K. E. Sprague 
Cratering' in Layered Media, by A. S. Vesic, N. M. F. Ismael, and Kul Bhushan 
Annotated Bibliography of Explosive Excavation Related Research 
Project Trinidad -Explosive Excavation Tests in Sandstone and Shale, by B. B. Redpath 
Behavior of Stiff Cylinders Buried in Sand Under Static Loading, by C. D. Norman and J. D. Prendergast 
Military Engineering Applications of Comme'rcial Explosives: An Introduction, by ,Joseph Briggs 
Operation r~ine Shaft; Ground Shock from Underground and Surface Explosions in Granite, by D. W. Murrell and 
H. D. Carleton 
Middle ,course II Cratering Series, by K. E. Sprague 
Event Mine Throw I: Cratering Effects of a Multiton Near-Surface Detonation in Desert Alluvium, by B. L. Carnes and J. A. Conway 
Seismic Refraction Exploration for Engineering Site Investigations, by B. B. Redpath 
Operation Dial Pack, Project LN 305: Earth Motion and Stress Measurements in the Outrunning Region, by D. W. Murrell 
Project Drum Inlet: Explosive Excavation in Saturated 
Sand, by C. M. Snell and R. H. Gillespie 
Influence of Backfill Properties on the Collapse of 
Pipes Under Dynamic Loads, by J. L. Drake and c. E. Joachim · 
Errata Sheet No. 1 
Explosive Selection and Fallout Simulation Experiments: Nuclear Cratering Device Simulation (Project Diamond Ore), by J. J1. O'Connor 
Behavior of Lined Openings in Jointed and Unjointed 
Model Rock Masses, by J. G. Wallace 
AD Number 
AD 755 097 
AD 755 100 

AD 755 098 AD 757157 AD 767 480 AD 760 434 AD 763 177 AD 910 114L 
AD 765 436 AD 910 941L 
AD 768 710 AD 762 172 
AD 769 581 
AD 765 432 
AD 776 361 
AD 767 543 
* Statement B. See Preface. 
WEAPONS  EFFECTS  LABORATORY  
Technical  Report$  
Number  Date  Title  AD Number  
TR  N-73-7  Oct 1973  Mathematical Model for Describing Stress Wave gation in a Jointed Rock Mass, by J. L. Drake  Propa- AD  769 582,  
TR N-73-8  Dec 1973  Dynamic Strength Study of Small, Fixed-Edge, Longitudinally Restrained, Two-Hay ReinforcedConcrete Slabs; Final Report, by H. M. Brown and t1. S. Black  AD  774 848  
* TR  N-73-9  Dec  1973  Evaluation of SAFEGUARD System 'Perimeter' Acquisition Radar Building Shear Key Connections, by J. P. Balsara and J. R. Hossley ·  AD  916 585L  
TR E-74-1  Jan 1974  Project Trinidad: Explosive Excavation of Railroad Cuts 2 and 3 by Mounding and Directed Blasting, byJ. E. Lattery  AD  775 824  
TR  N-74-1  Jan 1974  Cratering by Explosions: A Compendium and an Analysis,by A. D. Rooke, Jr., B. L. Carnes, and L. K; Davis  AD  B024 657  
TR  N-74-2  Mar 1974  Vibration Characteristics of the North by J. P. Balsara, R. E. Walker, arid J.  Fork Dam Model, Fo~ler  AD  777 548  
TR E-74-3  Dec 1974  Fallout Simulation: Nuclear Cratering Device Simulation (Project DIAMOND ORE), by E. ,J. Leahy, D. Oltmans, C. M. Snell, T. J. Donlan, and W. B~ Lane  AD  A006  295  
TR  N-74-3  Apr 1974  Earth Motion and Stress Measurements, Project LN Operation Dia,l Pack, by D. W. Murrell  302,  AD  779 505  
TR  N-74-4  May 1974  Application of Field Available Materials tions, by G. L. Carre  to  Fortifica- AD  780 735  
* TR  N-74-5  Aug  1974  Evaluation of Field Fortifications, by B.  B. Hoot,  et al.  AD  921 985L  
* TR  N-74-6  Sep 1974  Shock-Have Reflection Characteristics of a Typical Bottom, by Louis Miller and J. N. Strange  Sea  AD  922 866L  
* TR  N-74-7  Sep 1974  Expedient Field Fortifications for Use Against Nuclear Heapons, by T. E. Kennedy, J. H. Ball, B. B. Hoot, and P. J. Rieck  AD  923 220L  
* TR  N-74-8  Dec  1974  Investigation of Idealized Silo r1otions~ and R. E. Walker  by C.  E. Pace  AD  BOOO  947L  
TR  E-75-l  Jan 1975  Project Lost Creek: trolled Blasting, byA-H) .  Field Tests of t1ounding and Con-C. C. t1cAneny (includes Appendixes  AD  A007 156  
* TR  N-75-1  Feb 1975  ~1iddle Gust Calibration Shots; Ground Motion t1easure· ments, by J. D. Day, J. H. Stout, and D. W. t·1urrell (includes Appendfxes A-I} · : ·  AD  B002  758L  
TR  E-75-2  Jun 1975  Project R. 0. BAILEY Experimental Excavation Program, by lL R. Bechtell (includes Appendixes A-D)  AD  A013  388  
* Statement B.  See Preface.  

W-40  
WEAPONS  EFFECTS LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
TR  N-75-2  Jun 1975  Collapse Strength of a Two-Way-Reinforced Concrete Slab Contained Within a Steel Frame Structure, byW. L. Huff (includes Appendixes A-C)  AD  A012 825  
TR  N-75-3  Jul  1975  Digital Filters for Earthquake Site Studies, by H. Carleton  D.  AD  A014 194  
* TR N-75-4  Sep 1975  ESSEX -DIAMOND ORE RESF.ARCH PROGRAM; ESSEX VI -Effects of Low-Yield Nuclear Explosions on Airfields and Railway Systems, Calendar Year 1973 ExperimentalEffort, by L. K. Davis  AD  B007 658L  
TR N-75-5  Oct 1975  Effect of Charge Shape on Crater Dimensions, by J. Strange (includes Appendixes A-B)  N.  AD  A017 291  
Jan 1976  Errata Sheet No. 1  
* TR  N-75-6  Nov  1975  Mechanical Impedance Tests of Prototype and r1odel Concrete Arch Aircraft Shelters, by R. D. Crowson (includes Appendixes A-C)  AD  B008 214L  
TR  N-76-1  Jun 1976  Dredged Sediment Movement Tracing in San Francisco Bay Utilizing Neutron Activation, by E. J. Leahy, IL B. Lane, T. M. Tami, and others  AD  A026 844  
May 1976  Appendix A San Francisco Bay Sampling Data, byE. J. Leahy, W. B. Lane, T. M. Tami, and others  AD  A027 133  
TR N-76-3  Mar 1976  Dynamic Response Characteristics of a Model Arch Dam, by C. D. Norman, R. D. Crowson, and J. P. Balsara  AD  A024 301  
TR N-76-4  Mar 1976  Final Report on a Calculational Parameter Study of Soils Typical of Some ESSEX I Cratering Sites, by M. F. Goodrich, J. B. Bryan, J. M. Thomsen, and C. r1. Snell (includes Appendix)  
* TR  N-76-5  Apr 1976  Analysis and ~1odeling of Buried Vertical CylindersUnder Dynamic Loading (includes Appendixes A-B)  AD  BOll  479L  
Aug 1976  Errata Sheet No. 1  
TR  N-76-6  t1ay 1976  Development and Evaluation of Corrugated Metal ing Hole Cover Designs, by J. W. Ball  Fight AD  A025 697  
* TR  N-76-7  Jun 1976  Design of Earth-Covered Structures to Defeat Contact Burst Rounds, by D. R. Bucci and P. F. Mlakar  AD  B012 031L  
TR  N-76-9  Sep 1976  A Method for Designing Deep Underground Structures Subjected to Dynamic Loads, by ,J. L. Drake and J. R. Britt  AD  A030 601  

* Statement B. See Preface. 
WEAPONS  EFFECTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD Number  
* TR  N-76-10  Dec 1976  ESSEX -DIAMOND ORE RESEARCH PROGRAt4; Damage Predictions for Contact Bursts on Reinforced Concrete Bridge Piers, Project ESSEX III, by J. W. Ball (includes Appendixes A-B)  AD  B016 lOlL  
TR N-76-11  Dec 1976  Explosive Tests of Airport Lockers, by D.  R. Coltharp  
TR  N-77-1  r~ar 1977  Comparison of Vibration Test Results for Prototype Arch Dam, by R. D. Crowson and  a Model and c. n. Norman  AD  A038 060  
TR N-77-2  Federal Republic of Germany Structures 'Test Program, · DICE THROW Event:  
*  Jun 1977  Report 1  Pretest Planning and Analyses, by J. M. Watt, Jr., Gerhard Zahlmann, and R. A. Cole (includes Appendixes A-E)  AD  B019 367L  
*  Oct 1978  Report 2  Construction and Test nata, by J. t4. Watt, Jr., and R. R. Kaufmann (includes Appendix A)  AD  B032 566L  
*  Oct 1979  Report 3  Results of Posttest Analysis, by J. r4. Jr., R. R. Kaufmann, and M. K. McVay  Watt,  AD  B042  708L  
*  Aug  1979  Report 4  Geotechnical Investigation, by A. Jackson, Jr., and B. R. Phillips  E.  AD  B042 466L  
*  Nov  1979  Report 5  Small-Scale High-Explosive Tests, by R. Cummins and G. E. Albritton  s.  AD  B043 878L  
* TR  N-77-3  Dec 1977  'ESSEX -DIAMOND ORE RESEARCH PROGRAM; Aircraft Shelter Response, Project ESSEX V, by R. D. Crowson (includes Appendixes A-C)  AD  B024 716L  
* TR  N-77-4  Aug  1977  ESSEX-D lAMOND ORE RESEARCH PROGRAt~, A Pre1imina ry Assessment of the Radiation Simulation Experiments of Project ESSEX I, by N. J. Adans, W. R. Lane, and L. C. Webster (includes Appendixes A-1)  AD  B021  646L  
TR  N-77-5  Sep 1977  Effects of Instrument Canister Placement Conditions on Ground Shock Measurements, by J. K. Ingram and M. B. Ford (includes Appendixes A-D) ·  AD  A045 999  
TR  N-77-6  CENSE  Explosion Test Program:  
Sep  1977  Report 1  CENSE 1, Explosions in Sandstone, by J. K. Ingram (includes Appendixes A-C)  AD  A046 147  
Oct 1977  Errata Sheet No.  1  
Dec 1977  Report 2  CENSE 2, Explosions in Soil, by J. K. Ingram (includes Appendixes A-C)  AD  A050 348  
TR  N-78-1  Apr 1973  Expedient Upgrading of Existing Structures for Fallout Protection, by W. L. Huff  AD  A053  763  

* Statement B. See Preface. 
W-42  
WEAPONS  EFFECTS  LABORATORY  
Technical  Reports  
Number  Date  Title  AD  Number  
~~----------~------------------------~-- 
* TR  N-78-2  Aug 1978  ESSEX -DIAMOND ORE RESEARCH PROGRAM; Vibration Tests and Analyses of ESSEX VModel Structures, by R. 0. Crowson (includes Appendixes A-B)  AD  R032  132L  
* TR  N-78-3  May 1978  ESSEX -DIAt·10ND ORE RESEARCH PROGRAM; StructureMedium Interaction and Structural Response Calculations for the ESSEX Phase 3 Event, by S. H. Pangand J. Isenberg (includes Appendix I)  AD  B030 790L  
TR N-78-4  Aug 1978  Computer f1odelling of Jointed Rock Masses, by Tidu t4aini, Peter Cundall, Joaquin t4arti, Peter Beresford, Nigel Last, and Margaret Asgian (includes AppendixesI-XVI)  AD  A061  658  
Jan 1979  Errata Sheet No.  1  
TR N-78-5  ESSEX -DIArmND ORE RESEARCH of the ESSEX Program:  PROGRAM;  Summary Report  
*  Dec 1978  Volume  Phenomenology and Effects, by J. et al  N. Strange,  AD  B035 227L  
*  Apr 1979  Volume  II  Target Response Studies, by J. et al  N. Strange,  AD  B040 512L  
* TR  N;..78-7  Oct 1978  Static Test of a Hardened Shallow-Buried Structure, by S. A·Kiger (includes Appendix A)  AD  B033  103L  
* TR  N-78-8  Dec 1978  Static Loading of Shallow-Buried Model Cylinders,Phase I of III, by V. T. Cost an.d J. M. Watt, Jr. (includes Appendix A)  AD  B033  120L  
* TR  N-78-9  Dec 1978  Static Loading of Shallow-Buried t4odel Cylinders,Phase II or Ill, by V. T. Cost and J. M. Watt, Jr. (includes Appendix A)  AD  B034 151L  

* Statement B. See Preface. 
Number  Date  
CR  2-19  Aug  1956  
CR  2-39  r~ar  1960  
CR 2-35  May 1959  
CR  2-44  
Aug  1960  
Aug  1960  
CR 2-54  Oct 1962  
CR  2-69  Mar 1963  
CR  1-97  Nov  1960  
CR 1-113  Jun 1962  
CR  1-128  Jun 1963  

WEAPONS EFFECTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
M1~1AN & WHITNEY, New York, New York 
Design Report for Three Basic Types of UndergroundStructures 
BARODYNAMICS, 	INC., Georgetown, Colorado 
Application of the Livingston Crater Theory to Blasts in Loess .and Clay, by C. W. Livingston 
BOYNTON ASSOCIATES, La Canada, California 
Final Report 	Feasibility Study, Dynamic Load Generator Capable of Subjecting Structures and Soils to Loads Similar to Those Created by a Nuclear Explosion 
Final Report: 
Part I 	Design of Blast Load Generator Capable of Subjecting Structures and Soils to Loads Similar to Those Created by Nuclear Explosion 
Part II 	Structural Analysis of Blast Load Generator Capable of Subjecting Structures and Soils to Loads Similar to Those Created by a Nuclear Explosion 
Final Report 	Technical Consultation During Fabrication of the Steel Portion of the Large Blast Load Generator 
Final Report 	Design of the Large Blast Load Generator Operational Controller System, Evaluation of Pressure Transducers, Manufacture of the Controller, Controller Operation Manual 
Operation Manual for 250 psi 4-Foot Diameter Dynamic Load Generator 
Final Report 	Technical Consultation on the Construction of the Central Firing Station, Large Blast Load Generator Facility 
Final Report 	Proof Testing Large Blast Load Generator, First Phase 
AD Number 
AD 234 078 

AD 757 418 

~~-44 
Number  Date  
CR 1-175  Jan 1968  
Unnumbered  Dec  1969  
CR N-70-1  Jan 1970  
Unnumbered  Apr 1972  
CR 1-170  Apr  1967  
CR 2-49  
t1ar 1962  
Jun 1962  
Sep 1962  

CR N-69-2 May 1969 
WEAPONS EFFECTS LABORATORY 
Contract Reports 
Contractor and Title of Report 
UNIVERSITY OF CALIFORNIA, Berkeley 
A Computer Program for the Dynamic Stress Analysis of Underground Structures, by E. L. Wilson 
The Behavior of Sands Under Seismic Loading Conditions, by M. L. Silver and H. R. Seed (Earthquake EngineeringResearch Center, Report No. EERC 69-16) 
A Nonlinear Finite Element Code for Analyzing the Blast Response of Underground Structures, by !raj Farhoomand and Edward Wilson 
Seepage and Groundwater Effects Associated with Explosive Cratering, by J. M. Duncan, P. A. Witherspoon,
J. K. Mitchell, D. J. Watkins, J. H. Hardcastle, and 
J. C. Chen (Institute of Transportation and Traffic Engineering, Report No. TE-72-2) 
GEORGE B. CLARK AND ASSOCIATES, Rolla, Missouri 
A Comparison of Plane and Spherical Transient VoigtWaves with Explosion Generated Waves in Rock Masses, by G. B. Clark, G. B. Rupert, and J. E. Jamison 
ENGINEERING-PHYSICS COMPANY, Rockville, Maryland 
Analysis of Bubble Screen Phenomena: 
First Bi-monthly Report, by Vincent Cushing and Robert Heller 
Second Bi-monthly Report, by Vincent Cushing and Robert Heller 
Third Bi-monthly Report, by V. J. Cushing 
GENERAL AMERICAN TRANSPORTATION CORPORATION, Niles, Illinois 
Theory and Operation ~1anual, 1500 psi Dynamic Load Simulator, by R. J. Klima and L. E. Fugelso 
AD Number 
AD 832 681 AD 714 982 AD 703 920 AD 782 356 
AD 660 340 
AD A040 178 

WEAPONS  EFFECTS  LABORATORY  
Contract Reports  
Number  nate  Contractor and Title of Report  AD  Number,  
HOLMES  &NARVER,  INC., Los Angeles,  California  
CR 2-21  Oct 1956  Analysis Report for Basic Types of Underground Structures  
CR  2-29  Apr 1958  Post-Shot Analysis for Project 3.1, Operation Plumbbob  
ILLINOIS Chicago  INSTITUTE OF TECHNOLOGY  RESEARCH  INSTITtJTE,  
CR 1-90  Jul  1964  Evaluation and Analysis of Central Firing Station of WES Large Blast Load Generator, by A. Longinow  AD  450 954  
CR 1-105  Nov  1964  A Miniature Piezoelectric Gage Soil Stress Measurement, by E.  for St~tic and 6ynamic T. Selig and R. A. Wetzel  AD  453 457  
CR 1-107  Mar 1965  Stress and Strain Distributions in a Long Cylindrical Shell with Arbitrary Pressure and Shear Loadings Imposed on the Outer Surface, by W. F. Riley  AD  672 499  
CR  N-71-1  Comparison of a Soil/Structure Interaction Formulation with Experimental nata for the SAFEGUARD Power Plant:  
*  Sep 1971  Volume  I, by R.  R. Robinson  AD  894 677L  
*  Sep 1971  Volume  II, by R.  R. Robinson  AD  894 678L  
UNIVERSITY  OF  ILLINOIS,  Urbana  
CR  N-69-1  Geomechanical rlodel Study of the Behavior of Underground Openings in Rock Subjected to Static Loads:  
Oct 1969  Report 1  Development of Modeling Techniques, byR. E. Heuer and A. J. Hendron  AD  697 735  
Feb 1971  Report 2  Tests on Unlined Openings in Intact Rock, by R. E. Heuer and A. J. Hendron (includes Appendixes A-C)  AD  722 830  
Jun 1972  Report 3  Tests on Lined OpeningsRock, by A. J. Hend,ron,  in Jointed and Intact Paul Engeling, A. K.,  AD  745 212  
Aiyer, and Appendix by,s.  L. Paul  
MASSACHUSETTS  INSTITUTE  OF  TECHNOLOGY,  Cambridge  
* CR 2-40  Apr 1960  t~odeling and Analysis Techniques for Evaluating the Effects of Dynamic Loading on Gravity Dams, by M. J. Holley, H. T. Miyamoto, and H. D. Smith  
* Statement B.  See Preface.  

Number 
CR N-73-2 
CR 2-41 
CR 2-55 CR 2-67 CR 1-110 
CR 1-135 
CR E-74-1 
CR 1-121 Date 
Dec 1973 
May 1960 Oct 1962 Nov 1962 Jul 1963 May 1965 
Nov 1965 
Dec 1974 
Aug 1965 
WEAPONS EFFECTS LABORATORY 
Contract Reports Contractor and Title of Report McDONNELL DOUGLAS ASTRONAUTICS COMPANY, West Huntington
Beach, California Research Study of Ejecta Impact Parameters 
NATHAN M. NEWMARK AND ASSOCIATES, Urbana, Illinois Analysis and Desiqn of Flexible Underground Structures: Interim Report: 
Volume I, by N. M. Newmark, J. W. Briscoe, and J. L. t~erri tt 
Final Report; First Phase, by N. t1. Newmark, J. W. Briscoe, and J. L. Merritt 
Design of Openings for Buried Shelters; PreliminaryReport 
Design of Openings for Buried Shelters, by N. M. Newmark 
Design of r~odel Test Program for a Buried Field Shelter 
Feasibility of ~1odel ing Cavity Behavior in Jointed Rock Masses 
PHYSICS INTERNATIONAL Cot·1PANY, San Leandro, California 
Ground Motion and Airblast Measurements on Shot 6M of DIAMOND ORE, by C. T. Vincent 
PICATINNY ARSENAL, Dover, New Jersey 
Preliminary Investigation of a Blast Load Generator, by A. G. Edwards and Edward Lee 
AD Number 
AD A038 106 
AD 298 347 
AD 427 616 
AD 465 567 
AD 631 028 

AD A005 001 

AO 467 444 

Number  Date  
CR  2-47  Feb 1962  
CR 2-48  Mar 1962  
CR  2-51  Jun 1962  
CR  2-58  Jul 1962  
CR  2-59  Aug  1962  
CR  2-61  Apr  1963  
CR  2-65  Apr 1963  
*  Apr  1963  
CR  2-71  Apr 1963  
CR  2-76  Jun 1962  
CR  1-93  Aug  1964  
CR  1~95  Sep 1963  
CR  1-106  Aug  1964  
CR  1-111  May 1965  
and H. H. Hosack 


WEAPONS EFFECTS LABORATORY 
~~~and Title of Report 
RECON, INCORPORATED, Tallahassee, Florida 
Subseismic Impulsive Pressure on an Elastic Half-Space, 
by G. L. Rogers, D. M. Palmer, and w. c. Sachdev 
Subseismic Distributed Pressures on an Elastic Half
Space, by G. L. Rogers, D. M. Palmer, w. c. Sachdev, 
Transeismic and Superseismic Pressures on an Elastic 
Half-Space, by G. L. Rogers, D. M. Palmer, and w. c. 
Sachdev 
Numerical Studies of Moving Pressure Pulses Over an 
Elastic Halfspace, by G. L. Rogers and D. M. Palmer 
Stress Wave Propagation in Layered Elastic Cylinders, by G. L. Rogers and J. W. Shiver 
Stress Wave Propagation in Complex Solid Rods, by 
J. W. Shiver 
The Use of Explosives in a Fallout Shelter Building 
Program, by T. W. Wood, G. L. Rogers, T. M. Fisher, 
and R. D. Heins 
Supplement, by T. w. Wood, G. L. Rogers, T. M. Fisher, and R. D. Heins 
A Studv to Find the Phenomenon Associated with the "Regressive" Wave in Seismic Readings Taken Near Ex
plosions on Tundra Ice, by D. M. Palmer, H. G. Ryland, 
and R. E. Walker 
Feasibility Study on the Use of Explosives in a Fallout Shelter Building Program as a Substitute for or as an Aid to Conventional Earth-Moving Methods; Interim Report 
Additional Studies on Buried Cylinders, by D. M. Palmer and James Lankford 
The Experimental and Theoretical Studv of Buried Cylinders Under Dynamic Loading, bv D. M. Palmer and 
James Lankford 
A Computer Program for the Analysis of Deep Beams, by 
G. L. Rogers and c. W. Waring 
A Systems Science Approach to the Study of Mechanical Radiation Effects on Buried Structures, bv G. L. Rogers, 
T. M. Fisher, D. M. Palmer, and E. E. Watson 
AD Number 
AD 404 610 
AD 403 500 

AD 408 789 

AD 908 354L 

AD 672 495 

AD 464 880 

* Statement B. See Preface. 
\-/-48  
Number------ Date----- 
CR 1-147  1963  
CR  l-125  Jul 1964  
* CR  N-77-l  Mar  1977  
CR  l-167  
Jun 1967  
Jun 1967  
Jun 1967  
* CR  N-77-2  May  1977.  
CR  N-70-2  May 1970  

WEAPONS EFFECTS LABORATORY 
Contract Reports Contractor and Title of Report RECON, INCORPORATED, Tallahassee, Florida (Cont) The Experimental and Theoretical Study of Buried 
Cylinders Under Static Loading, by D~ M~ Palmer, R4 M4 Root, James Lankford, and T~ C~ Troutner 
SHANNON AND WILSON, INC8, Seattle, Washington 
Soil Vibration Tests, Suffield Experiment Station, Canada 
SOUTHWEST RESEARCH INSTITUTE, San Antonio, Texas 
Development of a Design of a Relocatable Command and Control Bunker, by E~ J~ Baker, L~ R. Garza, and 
P. s~ rlestine 
TETRA TECH, INC., Pasadena, California Analysis of Data on Water Waves: Volume I Theoretical Developments Related to Water 
Waves Generated by Explosions in Deep Water; by R. W. Whalin Volume II Mono Lake Field Experiment, by R. W. Whalin Volume III Shallow Water Wave Studv, by R~ w. Whalin 
WEIDLINGER ASSOCIATES, Menlo Park, California 
ESSEX -DIAMOND ORE RESEARCH PROGRAM; Structural Response Analysis for ESSEX V, by s~ H~ Pang and ·J. Isenberg 
PAUL WEIDLINGER, Consulting Engineer, New York, New York 
Stress Waves in a Soil-Filled Cylindrical Shell, by John Kovarna and H. H~ Bleich 
AD Number 
AD A950 202 
AD 8017 945L 
AD A040 170 
AD A040 171 
AD A040 172 
AD B020 242L 
AD 709 726 
WEAPONS  EFFECTS LABORATORY  
Contract Reports  
Number  nate  Contractor and Title of Report  AD  Number  
J. H. WIGGINS  COMPANY,  Redondo Beach,  California  
* CR  N-75-1  Oct 1975  System Survivability Analysis,-hy J. D.  Collins  AD  BOll  734l  

* Statement B. See Preface. 

MISCELLANEOUS SUBJECTS 


Number 
40 
53-1 54-1 55-1 55-2 57-1 
58-1 
58-2 
59-1 
60-1 61-1 61-2 61-3 62-1 
fi3-1 64-1 65-1 68-1 Date 
Jan 1955 
Jun 1953 Nov 1953 Sep 1954 Apr 1955 Jan 1957 Jun 1957 Jan 1958 Jun 1958 Jun 1959 
Apr 1960 Jun 19fi1 Jun 1961 Jun 1961 Jun 1962 
Jun 1963 Feb 1964 Jan 1965 t~ay 1968 
MS-1 

MISCELLANEOUS SUBJECTS · 
Bulletins 

Title AD Number 
Combined Series Pressure Cells for Field Use 
Development of Hydrologic Equipment, Engineering Studies, Project ES-173 Project Bulletins: No title No title No title No title No title 
Technical Bulletin 1 No title 
Operating Characteristics of Keyer P-8 
Concise Report on Subproject Accomplishments During FY 1959 Recently Developed Recorder and Power Supply Sacramento District Radio Communications Network 
Evaluation of Low-Drain Precipitation Keyer Development of Remote-Reporting Precipitation Gage Measurement and Telemetry of Current Velocity 
and Direction Digital Recording of Reservoir Inflow and Outflow Hydrologic and Weather Variables on Teletype 
Red Rock Reservoir Telemetering System 
Summary of Developments of 1965-68 
MS-2 

Volume Date IEB K-76-1 Jun 1976 IEB K-76-2 Aug 1976 IEB K-77-1 Apr 1977 IEB K-77-2 Sep 1977 IEB K-78-1 Jan 1978 
through through IEB K-78-3 Nov 1978 IEB 0-76-1 May 1976 
IEB 0-76-2 Dec 1976 IEB 0-77-1 Jan 1977 through through IEB 0-77-5 Oct 1977 
MISCELLANEOUS SUBJECTS 
Information Exchange Bulletins 

Title AD Number Engineering Computer Notes Engineering Computer Notes Engineering Computer Notes Engineering Computer Notes· Engineering Computer Notes 
Engineering and Scientific Research at WES Engineering and Scientific Research at WES Engineering and Scientific Research at WES 
MS-3 
MISCELLANEOUS SUBJECTS 
Number  Date  Title  AD Number------- 
IR  9  Sep 1967  Guide for Preparation of iiaterways Experiment Station Technical-Information Reports (superseded by Instruc 
tion Report 0-74-1)  
IR  K-78-1  Dec  1978  Analyzing Sliding Stability of Structures Using the Computer Program GWALL, by R. L. Hall (revised by  AD A064  201  
IR K-83-7)  
IR 0-74-l  Dec  1975  Guide  for  Preparation of Waterways Experiment Station  
Technical-Information Reports (Second Edition) (super 
seded  by Instruction Report 0-79-1)  
IR  0-74-2  Aug 1974  Guide  for  Preparation of Waterways Experiment  Station  AD A044  356  
Contract Reports  
IR  0-77-l  Mar  1977  Guide for  Effective Engineering Graphics, Waterways  AD A038 649  
Experiment  Station  

MS-4  
MISCELLANEOUS  SUBJECTS  
Number  Date---- Title-------------------- AD  Number  
* MP  5-21  Oct 1954  Summary of Earth Pressure Cell Development  to  1954  AD  071 982  
~1P  5-28  Mar  1952  Maintenance  Instructions,  Duluth Ship  Canal  Current  
Revised  Indicator  
Jul 1953  
* t4P  5-36  May 1953  Proposed \vES  Concrete Stress Meter  
MP  5-49  Nov 1953  Notes  on  the  Reproduction of Drawings in Waterways  AD  106 366  
Revised  Experiment Station Technical  Reports  
Sep 1955  
* 1'1P  5-63  Mar  1950  Review of Model  Study for  Breakwater Locations,  
Alameda  Naval  Air  Station  
MP  5-83  Apr  1954  Waterways Experiment Station Relief Well  Flow Meter  
MP  5-87  Jul  1954  Model  Gate Vibration and  Downpull Measuring Apparatus;  AD A951  959  
Civil Works  Investigation  ~~  827  
MP  5-163  Apr  1956  Catalog  Card  Reproduction bv Addressograph  
MP  5-193  Jan  1957  Development and  Application of Improved Techniques and  
Equipment in the Telemetering of Hydrologic  Data  
MP  5-214  Apr  1957  Photography cf Surface Currents in Hydraulic Models,  by  AD  475 247  
F.  B.  Gauthier  
MP  5-217  May 1957  Procedures of the  Research Center Library  
MP  5-219  May  1957  Report of the  International Photographic Exposition  
and  National  Industrial Photographic  Conference  
MP  5-226  Jun 1957  Repetitive Flash Tracks Tow in  Model  Tests  
MP  5-231  Jun  1957  Development of Wave-Height Measuring  Device  
MP  5-248  Dec  1957  Tracing  Currents with "Salt-Water"  Lights  
MP  5-280  Jul  1958  u.  s. Army Engineer Waterways Experiment Station  
t4P  5-295  Dec  1958  Genesis of the Waterwavs  Experiment  Station  
~1P  5-343  Jul  1959  Data-Reduction Facilities  
~1P  5-458  Research  Coordination  Meeting,  u.  s. Bureau of Reclama 
tion,  U. s. Army Corps of Engineers,  Tennessee Vallev  
Authority:  
Oct 1961  Report  1  Report  of Sessions  on  Soils, Denver,  
Colorado,  13 August  1961  

MS-5 

Number 
MP 5-458 (Cant) 
r~P 5-475 
r~P 5-515 
MP 5-542 
* 
MP 5-583 * 

* 
MP 5-619 f·1P 5-627 

* 
MP 5-667 rw 9-708 


MP 5-711 MP 5-770 MP 5-905 
* 
r~P K-72-1 

* 
t1P K-73-1 

* 
MP K-73-2 


Date Oct 1961 Oct 1961 Oct 1961 Mar 1962 Jul 1962 Sep 1962 Jun 1963 Jan 1965 
Jan 1964 Feb 1964 Jul 1964 
Feb 1965 
Feb 1965 Jan 1966 Aug 1967 
Aug 1972 Jan 1973 
Mar 1973 
MISCELLANEOUS SUBJECTS 
Miscellaneous Papers 
Title 
Report 2 	Report of Sessions on Hydraulics, Denver,
Colorado, 1-3 August 1961 

Report 3 	Report of Sessions of General Group, Denver 
Colorado, 1-3 August 1961 

Report 4 	Report of Sessions on Concrete, Denver,
Colorado, 1-3 August 1961 

Present Status of Evaporation Reduction by Chemical 
Films 
Computer Programming for Swedish Slip Circle Method 
of Slope Stability Analysis 
Attendance at lOth Annual Engineering Management Confer
ence 
A GE-225 Computer Program for Numerical Integration
with Automatic Method Selection 
Addendum 
A GE-225 Computer Program for Slope Stability Analysis 
A Mathematical Method for Aggregate Mix Design 
A GE-225 Computer Program for Simple Linear and Curvi
linear Regression Analyses (Method of Least Squares) 
U. S. Army Engineer l,laterways Experiment Station,Lecture Before Engineer Officers Career Class, 21 October 1964, by Col. A. G. Sutton, Jr. 
Telemetry 	of Soil-f~oisture and Weather Variables, by
F. P. Hanes and L. M. Womack 
The Significance of Numbers and the Reporting of 
Numerical 	Values, by J. N. Strange and Bryant Mather 
Development of In-House Capability for Use of the Finite Element r1ethod of Analysis of Boundary Condition 
Problems, 	by J. F. Smith and W. F. Ingram 
Numerical 	Solution of Differential Equations, by S. I. 
Kang and J. B. Cheek 
Instruction Manual for Using Haterways Experiment
Station Time Sharing Computer Program "FEDIT" for Rewriting Other FORTRAN Programs, by J. B. Cheek, Jr.,and P. K. Senter 
Instruction t1anual for Using WES Time-Sharing System
for Analysis of Slope Stability (The Circular Arc Method), by J. B. Cheek, Jr. 
AD Number 
AD 756 312 
AD 748 820 
AD 677 382 
AD 748 819 
AD 748 882 
AD 748 172 
AD 764 976 
AD 912 009L 
AD 912 OlOL 

AD 912 OllL 

* Statement B. See Preface. 
MS-6  
MISCELLANEOUS  SUBJECTS  
Miscellaneous Papers  
Number  Date  Title  AD  Number  
* MP  K-73-3  May  1973  A Three-Dimensional Finite Element Program for SteadyState and Transient Seepage Problems, by F. T. Tracy  AD  911 148L  
* MP  K-73-4  May  1973  A Plane and Axisymmetric Finite Element Program for Steady-State and Transient Seepage Problems, by F. T. Tracy  AD  912 012L  
* MP  K-73-5  Jun 1973  A Computer Program for Lock Culvert Frame Analysis, by P. K. Senter and F. T. Tracy  AD  912 138L  
* 11P  K-73-6  Aug  1973  Computer-Aided Design of Horizontally Framed Miter Gates, by W. L. Boyt (superseded by Miscellaneous  AD  913 915L  
Paper K-75-9)  
* MP  K-73-7  Nov  1973  Urgent Automatic Data Processing Equipment Requirements and Justification for the U. S. Army Corps of Engineers Waterways Experiment Station, by D. L. Neumann  AD  771 034L  
* ~1P  K-74-1  f~ar 1974  A Computer Program for Contouring the Output of Finite  AD  917 837L  
Element Programs, by F.  T. Tracy  
* MP  K-74-2  r~ar  1974  Instruction t~anual for Using WES Time-Sharing System for Analysis of Slope Stability; Wedge 11ethod \~ith Excess Pore Pressures, by J. B. Cheek, Jr. (superseded by Miscellaneous Paper K-77-1)  AD  918 699L  
* r~P  K-74-3  Jun 1974  Stability Analysis of Linear and Nonlinear Dynamic Finite Element l~ethod Programs, by F. T. Tracy and J. L. Kirkland  AD  920 530L  
Unnumbered  Jan 1975  Engineering Computer Graphics Colloquium, 8-9 April 1974, edited by N. Radhakrishnan, J. B. Cheek, Jr., and D. L. Neumann  AD  A007  251  
* MP  K-75-1  Feb 1975  Development of a WESNET Data Communications SystemSimulation, by J. R. Mitchell  AD  8002  285L  
MP  K-75-2  f1ay  1975  Background Theory and Documentation of Five University of Texas Soil-Structure Interaction Computer Programs,by N. Radhakrishnan and Frazier Parker, Jr.  AD  A012  067  
MP  K-75-3  Mar 1975  Engineering Computer Notes  
MP  K-75-4  Apr-l~ay 1975  Engineering Computer Notes  
MP  K-75-5  Jun 1975  Engineering Computer Notes  
* MP  K-75-6  Jun 1975  Documentation of Twoand Three-Dimensional Seepage Problems Using the Finite Element f1ethod, by R. L. Hall, F. T. Tracy, and N. Radhakrishnan  AD  B005  326L  
MP  K-75-7  Aug  1975  Engineering Computer Notes  
* Statement B.  See Preface.  

MS-7  
MISCELLANEOUS SUBJECTS  
Miscellaneous  Pa2ers  
Number  Date  Title------ ------------------ AD  Number  
MP  K-75-8  Oct  1975  Engineering Computer  Notes  
* MP  K-75-9  Nov  1975  Computer-Aided Design of Horizontally Framed  Miter  AD BOOS  176L  
Gates, by W.  L. Boyt (supersedes Miscellaneous Paper  
K-73-6)  
MP  K-76-1  Jan  1976  Engineering Computer  Notes  (Special  Issue  -Computers  
and  Urban  Studies)  
* MP  K-76-2  Apr  1976  Corps  Data Communication  System Long Range Planning, by  AD  BOll  l99L  
D.  D.  Boozer  
* MP  K-76-3  Jun  1976  Instruction Manual  for  Using WES  Time-Sharing Svstem for  AD  B012 219L  
Analysis of Slope Stability; Wedge Method, by J. B.  
Cheek  
MP  K-76-4  Jul  1976  NETDEN:  An  Interactive.Network Design Graphics Simu AD  A029  225  
lation,  bv D.  D. Boozer and  R.  K.  Williams  
* MP  K-77-1  Apr  1977  Analysis of Slope Stability, Wedge Method  Using  Head  AD  B018 763L  
Profiles  to  Model  Uplift Pressures, by  J. B.  Cheek  
(supersedes Miscellaneous  Paper K-74-2)  
* MP  K-77-2  May  1977  Instruction  Manual  for the  Interactive-Graphics Lock AD B018 780L  
Culvert Analvsis  Program, by R.  L. Hall  
* Unnumbered  Jun  1977  Manual  for  a  Conversationally Oriented  Real-Time  AD  B02l  383L  
Program-Generating Svstern  (CORPS), by H.  W. Jones  
* MP  K-77-3  Aug  1977  Instruction  Manual  for the  Use of the  Interactive  AD 8021  472L  
Graphics Program STRUPUT,  by R.  L. Hall  
* MP  K-77-4  Aug 1977  An  Interactive Graphics Postprocessor for  Finite  AD  B021  395L  
Element Method  Results, by F.  T. Tracy  
* MP  K-77-5  Aug  1977  An  Interactive Graphics  Finite Element  Method  Grid  AD  8021  396L  
Generator  for  Two-Dimensional  Problems, by F.  T.  
Tracy  
* MP  K-78-1  May 1978  A Computer Program  for  Computer-Aided Design/Analysis  AD  B098 505L  
Revised  of Three-Girder Tainter Gates,  bv W.  A. Price  III  
Oct  1984  (includes Appendixes A-E)  
Unnumbered  Graphics  in the  Corps;  Proceedings of the  Computer  
Graphics Colloquium,  edited  bv  J.  M.  Jones,  R. L.  
Hall,  and  N. Radhakrishnan:  
1978  Volume  I  Papers and  Presentations  AD  A062 478  
1978  Volume  II  Abstracts of Computer Graphics Programs (in  AD  A062  479  
eludes Appendixes A-C)  
MP  0-69-1  Aug 1969  Visits to  Hvdraulic Laboratories in  The  Netherlands and  AD  A043  787  
England, April 1969, by L.  A. Brown,  COL,  CE  
* Statement B.  See Preface.  

MS-R  
tJumber  nate  
t1P  0-70-1  Mar 1970  
t1P  0-70-2  Jun 1970  
I-1P  0-71-1  Jun 1971  
MP  0-71-2  Jul  1971  
~1P  0-72-l  Sep 1972  
~w 0-72-2  Oct 1Q72  
~1P  0-72-1  nee  1972  
MP  0-73-1  Jan 1973  
11P 0-73-2  Feh 1973  
t~P  0-73-3  ~1a r  1973  
t1P  0-73-4  Apr 1Q73  
~w 0-73-5  Apr  1973  
~1P  0-73-fi  ~1ay 1973  
* ~1P  0-73-7  Jul  1973  
* ~1P  0-73-8  ,Jul  1g73  
t1P  0-73-9  ,lul  1CJ73  
t1P  0-73-1()  Sep 1g73  
'1P  0-73-11  Oct 1<173  
t1P  0-73-12  nee  1973  
~1P  0-74-1  Feh 1974  
nP  n-74-2  r1ar 1974  
t1P  0-74-3  ~1ay 1974  
MP  0-74-11  .lul  1974  

~1ISCELLANEOIIS SIIR,JECTS 
Miscellaneous Papers 

Title 
Signal Conditioning Systel'l for Velocity r.ages, by F. P. Hanes Operation tHNE SHAFT; An Electronic System for Precise 
Til'linq and Firing Control of Explosive Tests, by F. P. 
Hanes Potential Nonstructural or Low Cost Haterways Systemll'lprovements, by LTC F. M. Anklal'l ' 
Application of Spline Interpolation Methods to Engineering Problems, by J. R. Cheek, Narayanas1vamy Radhakrishnan, and F. T. Tracy 
Engineering and Scientific Research at WFS Engineering and Scientific Research at WES Engineering and Scientific Research at WES Engineering and Scientific Research at WES Engineering and Scientific Research at WES Engineering and Scientific Research at WES Field Evaluation of the ll. S. Army Engineer Topographic 
Laboratories' Laser nam Alignment Instrument, by C. n. navis En9ineering and Scientific Research at WF.S Engineering and Scientific Research at I.JES Exit Report, by Br. E. n. Peixotto A ~1anaqer's Overview of \·JFS, by 8r, E. o. Peixotto Engineering and Scientific Research at HES Engineering and Scientific Research at WES 
Enqineerinq and Scientific Research at WES An Em pi rica1 Study of Light Path Rehavior, and Application of the Findinqs to the resign of Precise Surveying Systel'ls for nam Aliqnl'lent 
Fngineerinq and Scientific Research at HES Engineering and Scientific Research at \JES Engineering and Scientific Research at WES Engineering and Scientific Research at HES 
AD Number AD A044 354 
AD P.72 246 
AD A044 343 
AD A044 344 
AO A044 362 AD A044 351 AD A044 350 AD A044 347 AD A044 348 AD A044 349 AD 759 904 
AD A044 360 AO A044 359 
An A044 358 An A044 357 AD A044 361 AO 773 6S4 
An A044 346 
An A044 34 5 
* Statement R. See Preface. 
Number--·--·------- Date------ 
MP  0-74-5  Aug  1974  
MP 0-74-6  Sep  1974  
MP  0-74-7  Oct  1974  
MP 0-74-8  Nov  1974  
MP  0-74-9  Dec  1974  
MP 0-75-1  Jan  1975  
through  through  
MP 0-75-10  Dec  1975  
MP  0-76-l  Feb 1976  
MP  T-69-l  Jun  1969  
* MP T-70-l  Apr 1970  
Unnumbered  Jun  1977  
Unnumbered  Jun  1978  

MISCELLANEOUS SUBJECTS Miscellaneous Pa~r_;: 
Title
------------·---------------------
Engineering and Scientific Reserach at WES Engineering and Scientific Research at WES Engineering and Scientific Research at v/ES Engineering and Scientific Research at WES Engineering and Scientific Research at WES Engineering and Scientific Research at WES 
Engineering and Scientific Research at WES (Piping in Earth Dams Constructed of Dispersive Clays, by E. B. Perry. Numerical Simulation of Tsunamis, by A. W. Garcia) 
Operations Research/Systems Analysis, by J. F. Smith A General Purpose Contouring System, by J. T. Long and 
F. T. Tracy 
WES Microthesaurus of Scientific and Technical Terms 
Periodicals Holdings of the u. s. Army Engineer Waterways Experiment Station Library, by A. s. Clark, P. A. Taccarino, C. E. McMillin, and R. M. T. Peck 
MS-9 
AD Number 
AD A044 355 
AD 879 662L 

AD A042 743 
AD A058 836 

* Statement B. See Preface. 
MS-10  
Number  Date  
TM  0-4  1931  
TM  27  May 1933  
TM 71-1  Feb 1935  
TM  78-1  May 1935  
TM 78-2  May 1936  
TM  83-2  Apr  1939  
TM 91-1  Jan 1936  
TM  120-1  Apr  1937  
TM 120-2  May 1940  
™122-1  Feb 1939  
™139-1  f4ay  1938  
TM 158-1  Sep 1939  
Unnumbered  Ju1  1942  
Unnumbered  Sep 1943  
Unnumbered  Dea 1943  

MISCELLANEOUS SUBJECTS 
Technical Memoranda Title Experiment to Determine Flotation Effect on Pipe Line 
Across Bonnet Carre Floodway 
Report on Investigation of Method of Propagating Willow Trees Bentzel Velocity Tube. The Use of the Instrument as a 
Current Direction Indicator; including "The Bentzel Velocity Tube," a paper delivered at an annual ASCE meeting 
Hydraulic Data Secured at the u. s. Waterways Experi
ment Station During the Flood of May 6, 1935 Hydraulic Data Secured at the u. s. Waterways Experiment Station During the Flood of April 29, 1936 
Hydrological Study, Experiment Station \.Jatershed Design and Calibration of Diaphragm Orifices Report on Sediment Investigation, Mississippi River, 
Low Water of 1936 
Report on Sediment Investigation, Mississippi River, Low Water of 1939 Study of Materials in Suspension, Mississippi River Calibration of Venturi Meter Study of Materials in Transport, Passes of the 
Mississippi River 
Hydrological Research Project -Storm Studies. In 2 folders 
Electrical Measuring Equipment, Service Behavior Test, Barksdale Field, Louisiana 
Evaporation from Lake and Land Pans, u. S. Waterways Experiment Station (January 1941 Through December 1942). Revised 
AD Number
----·--·-·---
MS-11 
MIS\.ELLANEOUS SUBJECTS 
Technical Reports 

Number Date 	Title AD Number 
TR 5-589 Jan 1962 	An IBM-650 Program for Simultaneous Multi-Stage Backwater AD 748 824 Analysis 
Unnumbered Jun 1968 	History of the Waterways Experiment Station; J. B • 
Tiffany, Technical Director, Editor 
Unnumbered 1969 Activities Summary, FY '69 
Unnumbered 1970 Activities Summary, FY 1970 

Unnumbered 1971 Activities Summary, FY 1971 
Unnumbered 1972 Activities Summary, FY 1972 
Unnumbered 1973 Activities Summary, FY 1973 
Unnumbered 1974 Activities Summary, FY 1974 
Unnumbered 1975 Activities Summary, FY 1975 
Unnumbered 1976 Activities Summary, FY 1976 

* TR K-76-1 Jun 1976 Documentation for Modified Uframe Program, by 	AD B012 380L 
N. Radhakrishnan and H. W. 	Jones 
TR K-78-1 Feb 1978 List of Computer Programs for Computer-Aided AD A052 789 
Structural Engineering, by N. Radhakrishnan, 
Deborah Kaufman, W. A. Price, and D. B. ~1ay 

* Statement B. See Preface. 
t~S-12 
Number  Date  
1-22  1951  to  
1972  

CR 0-69-1  May 1969  
CR  K-76-1  
Aug 1976  
Aug 1976  

MISCELLANEOUS SUBJECTS 
Title Annual Summary Annual Summary of Investigations in Support of the Civil Works Program 
Contract Reports JOHN CAIRNS, JR., Virginia Polytechnic Institute,
Blacksburg; and PHILIPS. HUMPHREY, University of Kansas, Lawrence 
A Water Resources Ecology Capability for the WaterwaysExperiment Station and Corps of Engineers, by John Cairns, Jr., and P. S. Humphrey 
LEROY Z. EMKIN, Consulting Engineer, Tucker, Georgia 
General Purpose Computer-Aided Analysis and Design of Tainter Gates: Volume I Theoretical Manual, by L. Z. Emkin Volume II Procedural Manual, by L. Z. Emkin 
AD Number 
AD 751 783 

AD A030 854 
AD A029 938 

POTAMOLOGY INVESTIGATIONS 


POTAMOLOGY INVESTIGATIONS 
Number 1-1 1-2 2-2 
2-3 
2-4 
2-5 
2-6 3-1 
4-1 
5-1 5-2 
5-3 
5-4 
5-5 
5-6 
7-1 8-l Date Nov 1947 Dec 1947 Jun 1950 
Sep 1951 
Nov 1951 
Apr 1953 
Jul 1953 Jul 1948 
Jul 1948 
Revised 
May 1950 

Jul 1947 
Jun 1948 
1·1ay 1950 May 1950 Mav 1950 May 1951 Jun 1951 
Jun 1950 
Title 
Instructions and Outline for Potamologv Investigations Outline of Plans for the Potamology Investigations Preliminary Tests of Mississippi River Dikes, Bank 
Stabilization Model 
Preliminary Tests of Experimental Baffles, Bank Stabilization Model 
Preliminary Flume Tests of Mississippi River Revetment 
(2nd Interim Report) 

Investigation of Bank Stabilization, Miller Bend, 
Mississippi River 

Verification of Bank-Stabilization Model 
Interim Report on Investigation of Sand-Asphalt Revet
ment 
Investigation of 110-Volt Echo Sounder 

Geological Investigation of Reid Bedford Caving Area 

Field Investigation of Reid Bedford Bend Revetment, 
Mississippi River 
Volume l Text 
Volume 2 Plates 

Volume 3 Appendix A -Soils Investigation 

Triaxial Tests on Sands, Reid Bedford Bend, Mississippi
!liver 
Piezometer Observations at Reid Bedford Bend and Indi

cated Seepage Forces 

Standard Penetration Tests, Reid Bedford Bend, 
Mississippi River 
Undisturbed Sand Sampling and Cone Sounding Tests, 

Reid Bedford Bend Revetment, Mississippi River Soils Investigation, Bauxippi-Wyanoke Revetment Hardscrabble Bend, Mississippi River, Revetted Bank 
Failure; Soils Investigation 
AD Number 
AD A950 074 
POTAMOLOGY INVESTIGATIONS 
Number  Date------ Title----·------ AD  Number  
9-1  Nov 1951  Bank Caving Investigations, Kempe Bend Revetment,  
Mississippi River; Soils Investigation  
10-1  Jun 1948  Preliminary Development of Instruments for the Measure 
ment of Hydraulic Forces Acting in a Turbulent Stream  
10-2  May 1950  Turbulence in the Mississippi River  
10-3  Mar 1951  Evaluation of Instrwnents for Turbulence Measurements,  
1948-1949  
10-4  Apr 1951  Evaluation of Instruments for TUrbulence Measurements,  
1949-1950  
11-0  Feb 1947  Resume of Conference Initiating Potamology Investigations  
11-1  Mar 1948  Report of Conference on Potamology Investigations,  
15 t1arch 1948  
11-2  Dec 1948  Report of First Potamology Conference with Hydraulics  
Consultants  
11-3  Apr 1949  Minutes of Conference on Soil Studies, Potamologv  
Investigation, 18 April 1949  
11-4  May 1949  Report of Second Potamology Conferenl"!e with Hydraulic  
Consultants  
11-5  Oct 1949  Minutes of Conference with Soils Consultants, Stability  
of Mississippi River Banks, 5 and 8 October 1949  
11-6  Apr 1951  Report of Conference on Potamologv Investigations,  
6-7 October 1949 (in 2 volumes)  
11-7  Oct 1950  Minutes of Conference on Soil Aspel"!ts of Potamology  
Program, 17-18 June 1950  
11-8  Apr 1951  Minutes of Conference on Potamology Program, 5 April  
1951  
12-1  Jun 1952  Density Changes of Sand Caused by Sampling and Testing  
12-2  Or!t 1952  Summary Report of Soils Studies  
12-3  Apr 1954  Verification of Empiril"!al Method of Determining Slope  
Stability  
12-4  Jun 1955  Verification of Empirical Method of Deter1nini.ng Slope  
Stability-1954 Data  
12-5  Jun 1956  A Review of the Soils Studies  

POTAMOLOGY INVESTIGATIONS 
Number Date 	Title AD Number
--·-----·----	------------.--------------.. -----·-"' 
_.... 
--------	·-.... _·--....._ __ ------------------------·--···
12-6 Jul 1956 	Verification of Empirical Method of Determining Slope Stability -1955 Data 
12-7 Jun 1957 	Verification of Empirical Method for Determining Slope Stability-1956 Data 
12-8 Jan 1959 	Verification of Empirical Method for Deter~ining Riverbank Stability-1957 Data 
12-9 Sep 1959 	Verification of Empirical Method for Determining Riverbank Stability-1958 Data 
12-10 Dec 1960 	Verification of Empirical Method for Determining Riverbank Stability-1959 Data 
12-11 Dec 1961 	Verification of Empirical Method for Determining Riverbank Stability-1960 Data 
12-12 Oct 1962 	Verification of Empirical Method for Determining Riverbank Stabilitv-1961 Data 
12-13 Sep 1964 	Verification of Empirical Method for Determining Riverbank Stabilitv-1962 Data, by w. E. Strohm and w. K. Caldwell 
12-14 Apr 1965 	Verification of Empirical Method for Determining Riverbank Stability -1963 Data, bv W. E. Strohm and W. K. Caldwell 
12-15 Sep 1965 	Geological Influences on Bank Erosion Along Meanders of AD A951 793 the Lower Mississippi River, by E. L. Krinitzskv 
12-16 	Methods of Preventing Flow Slides, by D. C. Banks and 
W. E. Strohm 
12-17 Mav 1966 	Verification of Empirical Method for Determining RiverAD A951 794 bank Stabi1itv-1964 Data, by w. K. Caldwell 
12-18 Dec 1967 	Verification of Empirical Method for Determining Riverbank Stability-1965 Data, bv W. K. Caldwell and C. C. Calhoun 
12-19 Jul 1968 	Verification of Empirical Method for Determinin~ RiverAD A951 795 bank Stability-1966 Data, by C. c. Calhoun 
12-20 Apr 1969 	Verification of Empirical Method for Determini~g RiverAD A951 796 bank Stabilitv -1967 Data, bv C. C. Calhoun ar.d C. P. Flanagan 
12-21 Oct 1972 	Verification of Empirical Method for Determining Riverbank Stabilitv-1968 and 1969 Data, bv v. H. Torrey 

POTAMOLOGY INVESTIGATIONS 
Number
---------·-
12-22 
13-1 14-1 15-1 16-1 17-1 18-1 
18-2 19-1 
19-2 
19-3 
20-l 
21-l 21-2 
21-3 
_ Date..... -......... 

Apr 1976 
Jt.!D 1952 Jun 1952 May 1952 Sep 1953 Apr 1954 Jun 1962 
Jun 1965 Sep 1965 
Apr 1967 
Jun 1970 
Dec 1965 
Mar 1967 Mar 1967 
May 1969 
Title
---···-.----.--..---------... ----·-----·-------------------·-·-
Verification of Empirical Method for Determining Riverbank Stability -1970 and 1971 Data, by v. H. Torrey 
III and A. R. Gann 
Bank Caving Investigations, Huntington Point Revetment, Mississippi River; Field Investigation 
Goodrich Landing Revetment, Mississippi River, Field Investigation 
Bank Caving Investigations, Free Nigger Point and Point Menoir, Mississippi River; Soils Investigation 
Development of Operating Technique for and Verification of Channel-Meander Model 
Hydrographic and Hydraulic Investigations of t~ississippi River Revetments; Field Investigations 
Rotary Cone Penetrometer Investigations 
Verification of Cone Criteria for Determining Riverbank Stability, by W. E. Strohm and Laszlo Devay 
Hydraulic Analysis of Mississippi River Channels, Miles 373 to 603, Fiscal Year 1964; Potamology Research Project No. 10, by M. G. Anding (prepared by Vicksburg District) 
Resume of Research Studies of Hydraulic Characteristics of Mississippi River Channels; Interim Report FY 1967; Potamology Research Project 10, bv P. W. Pierce and 
C. M. Elliott (prepared bv Vicksburg District) 
Hydraulic Characteristics of Mississippi River Channels; 
Interim Report FY 1970; Potrunology Research Project 
No. 10, by M. G. Anding (prepared by Vicksburg District) 

Effects of River Stages on Bank Stabilization; Analvsis 
of Field Data; Potrunology Research Project l, bv J. J. 
Franco 

Sand-Filled Bags as Dike t~aterial; Potamology Research 
Project 9, by R. T. Easley (prepared by Memphis District) 

Review of Past Experience with Contraction Works; 
Potamo1ogv Research Project 9, by J. G. Fairley and 

R. T. Easlev (prepared by Memphis District) 
Investigation of Existing Dike Systems; Potamology Research Project 9, bv B. J. Littlejohn (prepared bv Memphis District) 
AD Number 
AD A951 797 
AD A951 805 
AD A951 776 

Number Date 21-4 Jun 1970 
21-5 Aug 1977 300-1 Aug 1977 
POTAMOLOGY INVESTIGATIONS 
Reports 
Title AD Number 
Use of Plastic Filter Cloth in Revetment Construction; 
Potamology Research Project 11, by J~ G~ Fairley, R~ T. Easley, J~ H. Bowman, and B. J~ Littlejohn (prepared by Memphis District) 
Use of Plastic Filter Cloth in Revetment Construction; AD A061 851 Potarnology Research ProJect II, by B. J. Littlejohn 
Suspended Sediment and Bed Material Studies on the Lower AD A044 285 ~1ississippi River, by L~ G. Robbins 

REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY u_ s_ ARMY 
ENGINEER WATERiiAYS EXPERIMENT STATION FOR OTHER AGENCIES 


Number 
Unnumbered 
Unnumbered 
Unnumbered 
Unnumbered 
Unnumbered 
Unnumbered 

Unnumbered 

REPORTS 
Date 
Nov 1948 
Jul 1945 
Jan 1982 
Apr 1952 
Mar 1949 ~1ar 1950 
Nov 1950 
PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS EXPERIMENT STATION FOR OTHER AGENCIES 
Agency and Title 
AMERICAN SOCIETY OF CIVIL ENGINEERS, THE ENGINEERING 
FOUNDATION, HARVARD UNIVERSITY, and the U. S. ARf4Y ENGINEER WATERWAYS EXPERIMENT STATION, Vicksburg, Mississippi 
Subsurface Exploration and Sampling of Soils for Civil En~ineering Purposes, by M. J. Hvorslev 
INTERNATIONAL TRAINING ADMINISTRATION, Washington, DC, and the CHINESE SUPPLY COmUSSION 
Study of Harbor Design, compiled by Chao Hwa, Chu TengKao, and Hsu Zan-liang. In 4 volumes 
JOINT SERVICES CIVIL ENGINEERING RESEARCH AND DEVELOPf1ENT COORDINATING GROUP (JSCERDCG) 
Airfield Damage Repair; Sub-Committee Report 
MISSISSIPPI RIVER COMt1ISSION, Vicksburg, Mississippi 
Geological Investigation of the Atchafalaya Basin and 
the Problem of f1ississippi River Diversion: 
Volume Text 
Volume II Plates 
OFFICE, CHIEF OF ENGINEERS, DEPARTt1ENT OF THE ARMY, 
Hashington, DC 
Slope Protection for Earth Dams. Preliminary Report 
Proceedings of Conference on Foundations and Embank
ment Construction, Kansas City, Missouri, 23, 24, 25 
f·1ay 1949 
Summary of Regional Soil Mechanics Conferences, 1950 
AD Number 
AD B063 873L 

Number 
Unnumbered Unnumbered Unnumbered Unnumbered 
1-Unnumbered Unnumbered 
Unnumbered 
Unnumbered Unnumbered 
Unnumbered Unnumbered 
Unnumbered 
REPORTS Date 
May 1956 Apr 1956 Feb 1957 
May 1958 Oct 1958 Jun 1959 1960 to 
date Jun 1972 
Oct 1972 
Oct 1973 
Aug 1973 Nov 1973 
Nov 1974 
Dec 1974 
Mar 1976 
PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS EXPERIMENT STATION FOR OTHER AGENCIES 
Agency and Title 
OFFICE, CHIEF OF ENGINEERS, DEPARTMENT OF THE ARMY,
Washington, DC (Cont) 
Tidal Hydraulics, by Brigadier General George B. Pillsbury, U. S. A., Retired. Revised edition 
Guide to Good Practice in Technical Report .Preparation 
Corps of Engineers Greenland Ice Cap Research Program;Studies Completed in 1954. In 2 volumes 
Corps of Engineers Greenland Ice Cap Research Program;Studies Conducted in 1955-56: 
Volume 
Volume 2 
Volume 3 
Earth Dam Criteria Reports 
Investigation of the Behavior of Large Sections of Expansive Concrete, Jonesville lock, by G. C. Hoff 
U. S. Army Corps of Engineers, Hydrographic Survey Con
ference, 9-11 f1ay 1972; edited by E. D. Hart and G. C. Downing 
U. S. Army Corps of Engineers, Hydrographic SurveyConference, 30-31 May 1973; edited by E. D. Hart and 
G. C. Downing 
Supplement No. 1, by G. C. Downing 
Influence of Reservoir Discharge Location on Water Quality, Biology, and Sport Fisheries of Reservoirs and Tailwaters, 1968-1971, by R. G. f1artin and R. H. Stroud 
Report of Ninth Interagency Conference on HydraulicLaboratory Techniques and Instrumentation 
U. S. Army Corps of Engineers, Third HydrographicSurvey Conference, 21-22 t1ay 1974; edited by E. D. Hart and G. C. Downing 
U. S. Army Corps of Engineers, Fourth HydrographicConference, 5-6 flovember 1975; edited by E. 0. Hart and G. C. Downing 
AD Number 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Number----- Date  Agency  and  Tit]~---------- AD  Number  
OFFICE,  CHIEF  OF  ENGINEERS,  DEPARTMENT OF  THE  ARMY,  
Washington,  DC  (Cont)  
Unnumbered  Mar  1978  u.  s. Army Corps of Engineers,  Fifth Hydrographic  AD  A055  031  
Survev  Conference,  8-9  November  1977;  edited by  
E.  D.  Hart and  G. c.  Downing  
Unnumbered  Aug  1980  U~ s. Army Corps of Engineers, Sixth Hydrographic Survey Conference, 4-5 December 1979; edited by  
J.  E.  Hite,  Jr.,  E. D. Hart,  and  G.  C.  Downing  
(includes Appendixes A-F)  
Section 32  Program,  Streambank Erosion  Control  Eval 
uation and  Demonstration:  
Unnumbered  Final  Report  to  Congress:  
Dec  1981  Main  Report  AD A119 104  
Dec  1981  Appendix  A  Literature Survey  AD  A121  131  
Dec  1981  Appendix  B  Hydraulic  Research  AD  A121  132  
Dec  1981  Appendix  C  Geotechnical  Research  AD  A121  133  
Dec  1981  Appendix  D  Ohio  River  Demonstration  Projects  AD  A121  134  
Appendix  E  Missouri  River  Demonstration  Projects:  
Dec 1981  Volume  AD A121  135  
Dec 1981  Volume  2  AD A121  136  
Dec  1981  Appendix  F  Yazoo  River  Basi:1  Demonstration  Projects  AD  A121  137  
Dec  1981  Appendix  G  Demonstration  Projects  on  Other  Streams,  
Nationwide:  
Dec  1981  Volume  AD  A121  138  
Dec  1981  Volume 2  AD  A121  139  
Appendix  H  Evaluation of Existing Projects:  
Dec  1981  Volume  AD A121  140  
Dec  1981  Volume  2  AD  A121  141  

REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Number Date 	AD Number 
r/ork Unit 2 
Inspection Reports: 
1 Oct 1977 	Field Inspection; Field Inspection of Yazoo River AD A143 931 (Vicksburg to Redwood, Mississippi), by s. T. Maynord 
2 Nov 1977 	Evaluation of Existing Bank Protection; Field Inspection of Sites in St. Paul and Rock Island Districts, by M. P. Keown 
3 Nov 1977 	Evaluation of Existing Bank Protection; Inspection of AD A143 692 Sites in Albuquerque District, by M. P. Keown 
4 Feb 1978 	Evaluation of Existing Bank Protection; Field InAD A143 701 spection of Bank Protection Measures on the Upper Yazoo River, by s. T. Maynord 
5 Oct 1978 	Evaluation of Existing Bank Protection; Field Inspection AD A143 839 of Sites in the Vicksburg District in the Upper Yazoo Basin, by M. P. Keown and E. A. Dardeau, Jr. 
7 Sep 1979 	Evaluation of Existing Bank Protection; Field Inspection AD A144 000 of Morameal Revetment on the Red River, by M. P. Keown and E. A. Dardeau, Jr. 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR  OTHER  AGENCIES  
Number  Date----- ~-n..':.l:'.i!.'2<!._l~~!~--------------·-----------·-----------------····  AD  Number  
OFFICE,  CHIEF OF  ENGINEERS,  DEPARTMENT OF  THE ARMY,  
Washington,  DC  (Cont)  
Inspection Reports (Cont):  
8  Feb 1980  Evaluation of Existing Bank  Protection; Field  Inspection  
of Sites in the Ohio  River Division, by M.  P~  Keown,  
E.  A.  Dardeau, Jr., and  E~  M~ Causey  
9  Apr  1980  Evaluation of Existing Bank Protection;  Field  Inspection  AD A143 745  
of the Mill  Creek Midfloodway Gabion  Barrier in the  
Los  Angeles District, by E.  A~  Dardeau,  Jr~  
10  Oct  1980  Evaluation of Existing Bank  Protection; Field  Inspection  AD  A143 370  
Sites in the  Missouri  River  Division, by  M~  P. Keown,  
E. A~  Dardeau, Jr., and  E~  M. Causey  
11  Apr  1981  Evaluation of Existing Bank  Protection;  Field  Inspection  AD  A098 767  
of the Fisher  River  Channel  Realignment Project Near  
Libbv, Montana, by M.  P~  Keown  
Research  Reports:  
l  Nov  1977  Hydraulic Research;  Model  Demonstration of the Effects  
of Propeller Wash  on  the  Bed of  an  Alluvial  River, by  
;:>~  T. Maynord  
2  Nov  1977  Hydraulic Research; Wave Stability Study of Cellular  
Concrete  Blocks; Hydraulic  Model  Investigation, by  
D. G. Markle  
3  Apr  1978  Hydraulic Research;  Bank  Protection Techniques Using  AD  A143 730  
Gabions, by  N.  R.  Oswalt and  S. T. Maynord  
Work  Unit  4  
Investigation Reports:  
Feb  1979  Research  on  Soil  Stability and  Identification of Causes  AD A065  428  
of Streambank Erosion;  Evaluation of Sprav-On Stabi 
lizers for Bank  Protection, by J.  c. Oldham  
2  May  1979  Research  on  Soil  Stability and  Identification of Causes  AD A116 808  
of Streambank Erosion;  Evaluation of Rigid  and  Flexible  
Materials for  Bank  Protection, by C.  R. Styron  III  

Number 
Unnumbered 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Date 
!_gen_~.!l<!.J:_i t]._e______________ -------u---.-------------------.....
·---
OFFICE, CHIEF OF ENGINEERS, DEPARTMENT OF THE ARMY, Washington, DC (Cont) 
Investigation Reports (Cont): 
Nov 1979 	Research on Soil Stability and Identification of Causes of Streambank Erosion; Investigation of a Grid for Bank Protection, by A~ C~ Spivey, Jr~, and C~ R. Styron III 
Corps-Wide Conference on Computer-Aided Design in Structural Engineering, 22-26 September 1975, New Orleans, LA, edited by N~ Radhakrishnan 
Aug 1976 Volume I 	Management Report, by N. Radhakrishnan and J. B. Cheek, Jr. (includes Appendixes A-I) 
Aug 1976 Volume II 	List of Computer Programs for CADSE, edited by N~ Radhakrishnan and D. B~ May 
Aug 1976 Volume III 	Invited Speeches and Technical Presentations (includes Appendix A) 
Aug 1976 	Volume IV Division Presentations 
Aug 1976 Volume V 	Gravity Monoliths, U-Frame Locks, and Channels, by N. W. Wilke, c. M. Hargett, and 
J. vi. Sirrunons 
Aug 1976 Volume VI 	Gates, Stop Logs, and Trashracks, by Keith O'Donnell, W. D. Churchill, L. E. Sell, and 
J. D. Gibson, Jr. 
Aug 1976 Volume VII 	Single-and Multicell Conduits and Tunnels, by G. W~ Henson, C. M. Terzian, and R. J. Smith 
Aug 1976 	Volume VIII Pile Foundations and Sheet Pile Cells, bv 
B. H. James, T. J. Mudd, Thurman Gaddie, and Herman Gray 
Aug 1976 Volume IX 	Sheet Pile Walls and T-'tlalls, by W. D. Judlin III and Raymond Veselka 
Aug 1976 Volume X 	Stiffness Methods, Frames, and Military Engineering, by W. D. Ashton, Daniel Reynolds, and D. B. Baldwin 
Aug 1976 	Volume XI Earthquake and Dvnamic Analysis, by 
M. M. Dembo 	and L. G~ Guthrie 
Aug 1976 Volume XII 	Interactive Graphics, SEARCH and CORPS Systems, by R. L. Hall, Bruce Dains, Dale Bryant, J ~ H. Spoonarnore, and H~ H. Jones 
AD Number
---------·-·--

AD A 116 809 
AD A031 243 
AD A031 244 AD A031 245 AD A031 246 
AD A031 247 
AD A031 248 
AD A031 249 
AD A031 250 
AD A031 251 AD A031 252 
AD A031 253 AD A031 254 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Number 
* Unnumbered 
Unnumbered Unnumbered Unnumbered 
Unnumbered 
Unnur.~bered 
Unnumbered 
Unnumbered 
* Unnumbered 
Date 
Feb 1976 
Feb 1976 Apr 1977 Sep 1978 
May 1970 Mar 1972 
Jun 1973 
Aug 1975 Nov 1975 
Sep 1963 
May 1964 

Agenc_y and Title 
U. S. AIR FORCE SYSTEMS COMMAND, Tyndall Air Force Base, Florida 
Evaluation of Rejuvenators for Bituminous Pavements, by E. R. Brown and R. R. Johnson (includes Appendixes A-B) 
Use of Recycled Materials in Airfield Pavements; Feasibility Study, by LT R. J. Lawing 
Membrane Encapsulated Soil Layer (MESL) for ContingencyAirfields, by C. L. Rone and A. L. Sullivan III 
Evaluation of Materials for Post-Attack Pavement Repair, by C. L. Rone 
U. S. AIR FORCE WEAPONS LABORATORY, AIR FORCE SYSTEMS C0~1MAND, Kirtland Air Force Base, New t4exico 
Nondestructive Testing of Flexible Pavements; A Literature Review, by J. W. Hall 
Nondestructive Testing of Pavements: Tests on Multiple-Wheel Heavy Gear Load Sections at Eglin and Hurlburt Airfields, by J. W. Hall, Jr. 
Nondestructive Testing of Pavements: Final Test Results and Evaluation Procedure, by J. W. Hall, Jr. (includes Appendixes A-B) 
A Study of the Effects of Braking on Drag Force and Shrinkage, by J. L. Smith and G. W. Turnage 
Near-Surface Cratering Experiments, Fort Polk, 
Louisiana, by w. T. Harvey, J. F. Dishon III, and 
T. M. Tami 
U. S. ARMY CORPS OF ENGINEERS COMMITTEE ON CHANNEL STABILIZATION 
Technical Reports: 
Symposium on Channel Stabilization Problems: 
Volume 1 
Volume 2 AD Number 
AD BOll 090L 
AD A029 528 AD A047 004 AD A066 516 
AD 869 528 AD 894 113 
AD 764 787 
AD 014 912 AD BOlO 105L 
AD 746 961 AD 746 964 
* Statement B. See Preface. 
Number 
2 3 
4 5 
6 
7 8 
9 
10 
11 
12 
1., 
~ 
14 
REPORTS Date 
Jun 1965 Feb 1966 Sep 1963 
Aug 1966 
Nov 1966 Nov 1968 
Sep 1969 Oct 1969 Oct 1969 
May 1972 
May 1973 
May 1974 Aug 1974 
Dec 1974 Sep 1985 
Sep 1985 
PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Agency and ~~ll_e_~------------------
U. s. ARMY CORPS OF ENGINEERS COMMITTEE ON CHANNEL STABILIZATION (Cont) 
Technical Reports (Cont): 
Volume 3 
Volume 4 
Revie~ of Research on Channel Stabilization of the Mississippi ~iver, 1931-1962, by J. B. Tiffany 
Effect of Water Temperature on Discharge and Bed Configuration, Mississippi River at Red River Landing, Louisiana, by P. P. Burke 
Channel Stabilization Publications Available in Corps of Engineers Offices 
A Procedure for Computation of the Total River Sand Discharge and Detailed Distribution, Bed to Surface, by F. B. Toffaleti 
Water-Temperature Effects on Stage-Discharge Relations in Large Alluvial Rivers, by G. B. Fenwick 
State of Knowledge of Channel Stabilization in Major Alluvial Rivers, edited by G. B. Fenwick 
Channel Stabilization, Interoceanic Sea-Level Canal, Lower Atrato River Portion, Route 25, Colombia, South America, by c. P. Lindner 
Sedimentation Aspects, Project for Navigation and Flood Control, Lower Colorado River, Texas, by c. P. Lindner and G. B. Fenwick 
Chena River Lakes Project, Alaska; Problems Relating to Channel Development, Erosion, and Bank and Levee Protection, by c. P. Lindner and G. B. Fenwick 
Jackson Hole Flood Control Project 
Mississippi River and Tributaries Project: Problems Relating to Changes in Hydraulic Capacity of the Mississippi River, bv E. B. Madden 
Errata Sheet No. 1 
Columbia-Cowlitz-Toutle !livers, Washington, 
Restoration Subsequent to Mt. St. Helens Eruption 
Arizona Canal Diversion Channel Selection of Roughness Coefficients for Designing the Concrete-Lined Channel ( i n<'l udes Appendix A) AD Number 
AD 746 965 AD 746 966 AD 746 967 
AD 746 968 
AD 746 969 AD 746 970 
AD 746 971 AD 746 972 AD 746 973 
AD 743 333 
AD 758 443 
AD 777 796 AD 785 532 
AD Al65 041 
AD A164 957 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Number Date 	AD Number
------·-·---·-------
U. S. ARMY CORPS OF ENGINEERS COMMITTEE ON TIDAL HYDRAULICS 
Reports: 
Feb 	1950 Evaluation of Present State of Knowledge of Fa0tors Affe·~ting Tidal Hydraulics and Related Phenomena 
2 Feb 1954 	Bibliography on Tidal Hydrauli0s 
Jun 1955 Supplement No~ 1 	Supplementary Material Compiled Through May 1955 
May 1957 Supplement llo~ 2 	Supplementary Material Compiled from May 1955 to May 1957 
May 1959 Supplement No~ 3 	Supplementary Material Compiled AD 217 516 from May 1957 to May 1959 
May 1965 Supplement No~ 4 	Supplementary Material Compiled from May 1959 to May 1965 
Aug 1968 Supplement !Jo~ 5 	Supplementary Material Compiled from May 1965 to May 1968 
Jul 1971 Supplement No. 6 	Supplementary Material Compiled from May 1968 to May 1971 
Jun 1975 Supplement No~ 7 	Supplementary Material Compiled AD A013 082 from May 1971 to May 1974 
Dec 1980 Supplement No. 8 	Supplementary Material Compiled AD A097 284 from June 1974 to June 1980 
Jun 1985 Supplement No. 9 	Supplementarv Material Compiled AD A155 990 from June 1980 to June 1983 
3 May 1965 	Evaluation of Present State of Knowledge of Factors AD 685 807 
Affe0tir.g Tidal Hvdrauli~s and Related Phenomena, 

c. F~ Wicker, editor (supersedes Report No~ 1) Technical Bulletins: 
1 	May 1954 Sediment Discharge Measurements in Tidal Waterways, 
by C~ F. Wicker 

2 Apr 1957 	Fresh Water-Salt Watet Density Currents, a Major Cause 
of Siltation in Estuaries, by E. A. Schultz and H. B~ 
Simmons 

3 Jan 1960 	Tidal Flow in Entrances, by J. L. French 
4 Jun 1960 	Soil as a Factor in Shoaling Processes, a Literature 
Review 

5 Jun 1961 	One-Dimensional Analysis of Salinity Intrusion in AD A081 411 
Estuaries, by A~ T. Ippen and D. R. F. Harleman 

Number 
6 
7 8 9 10 11 
12 13 
14 15 16 
17 
18 
REPORTS Date 
Jun 1963 
Sep 1963 f1ar 1965 Jun 1965 Sep 1966 Sep 1966 
Dec 1966 Jun 1967 
Jul 1967 11ar 1969 Sep 1969 Jun 1973 Jan 1971 
Jun 1972 
PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS EXPERIMENT STATION FOR OTHER AGENCIES 
Agency and Title 
U. S. ARMY CORPS OF ENGINEERS COMtHTTEE ON TIDAL HYDRAULICS (Cont) 
Technical Bulletins (Cont): 
Typical Major Tidal Hydraulic Problems in United States and Research Sponsored by the Corps of Engineers Committee on Tidal Hydraulics 
A Study of Rheologic Properties of Estuarial Sediments, by R. B. Krone 
Channel Depth as a Factor in Estuarine Sedimentation, by H. B. Simmons 
A Comparison of an Estuary Tide Calculation by HydraulicModel and Computer, by J. M. Caldwell 
Significance of Clay Minerals in Shoaling Problems, by J • Ne i he i se 1 
Extracts from the Manual of Tides, by R. A. Harris 
Unpublished Consultation Reports on Corps of Engineers Tidal Projects 
Two-Dimensional ~spects of Salinity Intrusion in Estuaries: Analysis of Salinity and VelocityDistributions, by D. R. F. Harleman and A. T. Ippen 
Tidal Flow in Entrances; Water-Level Fluctuations of Basins in Communication with Seas, by G. H. Keulegan 
Special Analytic Study of 11ethods for Estuarine Water Resources Planning 
The Computation of Tides and Currents in Estuaries and Canals, by D. R. F. Harleman and C. H. Lee 
Appendix A 	A User's Manual, by D. R. F. Harleman and M. L. Thatcher 
Estuarine Navigation Projects: An Assembly of 
Information Pertaining to a Selection of Projects Having Characteristics or Problems Which are Considered to be of Potential Wide Interest 
History of the Corps of Engineers Committee on Tidal Hydraulics (January 1949 to June 1971), by J. B. Lockett 
AD Number 
AD 787 313 
AD 756 363 
AD 756 364 AD 757 378 AD 756 135 
AD 756 200 AD 756 160 AD 756 136 AD 762 613 AD 756 133 
AD 744 784 
Number 
19 
:?0 
21 
Unnumbered Unnumbered Unnumbered Unnumbered Unnumbered Unnumbered Unnumbered Unnumbered Unnumbered Unnumbered 
Unnumbered Unnumbered Unnumbered Unnumbered 
REPORTS Date 
Jun 1972 
Jun 1972 
Jul 1974 
Dec 1980 Mar 1981 
Dec 1960 Jul 1961 Jul 1961 Aug 1961 Aug 1961 Dec 1962 Jan 1963 Jan 1963 Apr 1963 
Jul 1963 Dec 1963 Jan 1964 Feb 1964 Apr 1964 
PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

A& en_:'-2__a_'2~--1) t L~--------------·--__ ---------------------------·-
U. S. ARMY CORPS OF ENGINEERS COMMITTEE ON TIDAL HYDRAULICS (Cont) 
Technical Bulletins (Cont): 
A Field Studv of Flocculation as a Factor in Estuarial Shoaling Processes, by R. B. Krone (includes Appendixes A-C) 
Appendix D 	Velocities, Salinities, and Suspended Solids from Field Measurements and Samples, by R. B. Krone 
Unsteadv Salinitv Intrusion in Estuaries; Part I: One
Dimensional, Transient Salinity Intrusion with Varying Freshwater Inflow; Part II: Two-Dimensional Analvsis of Time-Averaged Salinity and Velocitv Profiles, by 
D. R. F. Harleman, J. s. Fisher, and M. L. Thatcher 
Evaluation of Numerical Storm Surge Models (includes Appendixes A-D) 
Errata Sheet No. 
Reports on Special Tidal Hvdraulics Problems: 
Present and Potential Channel Maintenance Problems in Lower Columbia Estuarv (includes Appendix A) 
Review of Shoaling Problems in Hudson River, New York 
Harbor 
Charleston Harbor Shoaling Problem 
Georgetown Harbor Shoaling Problem 
Shoaling of 	Gastineau Channel, Alaska 
Navigation Project in Gastineau Channel, Alaska 
Saltwater Intrusion, Lake Washington Ship Canal, Seattle, \·lashington 
Improvement Plans for Knik Arm and Turnagain Arm, Portions of Cook Inlet, Alaska 
Saltwater Intrusion, Lake Washington Ship Canal, Seattle, Washington (Revised) 
AD Number 
AD 744 785 
AD 782 804 
AD A093 760 
Review of Improvements Recommended at Gravs Harbor, ~lashington 
Channel Maintenance Problem, Chatham (Stage) Harbor, Massachusetts 
Comments on Plan for Comprehensive Study of the Delaware Estuarv, Pennsylvania, New Jersey and Delaware (includes Appendix A) 
\Jells Harbor Navigation Project, Wells Harbor, Maine (indudes Appendix A) 
Plan of Study and Methods for Reducing Shoaling in Small Boat Basin, Dillingham, Alaska 

REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY HATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Age~y_~l_i
tle_____________________________
Number Date AD Number
-·-----
Unnumbered 
Unnumbered 

Unnumbered 
Unnumbered Unnumbered Unnumbered Unnumbered 
Unnumbered 
Unnumbered Unnumbered Unnumbered 
Unnumbered 
Unnumbered Unnumbered Unnwnbered Unnwnbered Unnumbered 
Unnumbered Unnumbered Unnumbered Unnumbered Unnwnbered 
US ARMY CORPS OF ENGINEERS COMMITTEE ON HYDRAULICS (Cont)  TIDAL  
Reports  on  Special  Tidal  Hydraulics Problems  (Cont)  
Apr  1964  Plan of Study of the Srnall  Boat  Basin,  Ninilchik,  Alaska  
Apr  1964  Proposed Alaska  Plan and  Studies for  Small  Boat  Basin, Anchorage,  
Oct  1964  Shoaling and Florida  Beach Stability Problem,  Ponce de Leon  Inlet,  
Nov  1964  The  Channel  in  the Mouth of the Colorado  River,  Texas  
Dec  1964  Channel  Deepening Problems,  Galveston  Harbor,  Texas  
Dec  1964  Problems  in  Connection with Matagorda Ship Channel  Project  
Aug  1965  Inland vlaterway Between Delaware River and Chesapeake BayProblem of Disposal of Material to be Removed from a Portion of Channel in Chesapeake Bay  
Aug  1965  Sedimentation Problems Christi, Texas  in  Entrance of Turning Basin,  Corpus  
Oct  1965  Shoaling Problems  on  the Mississippi  River-Gulf Outlet  
Dec  1965  San  Francisco Bav,  California-Disposal of Dredge Spoil  
Apr  1966  Charleston Harbor, South Carolina -A Review of Certain Aspects of Plans for Rediverting Santee-Cooper Power Plant Discharges from Cooper River  
Dec  1966  Tides and Currents in the Proposed Atlantic and Pacific Oceans  Sea-Level  Canal  Between the  
Apr  1967  Intracoastal Waterwav,  Columbia  River  to  Puget Sound, Washington  
May  1967  Duwami sh  River, Washington,  Proposed  East  Channel  Closure  
Jun  1967  Studv Program of Willapa Bav, Washington  
Jun  1967  Gravs  Harbor, Washington  
11av  1968  Delaware Estuarv, Pennsvlvania, New Jersey and Range Dredged Spoil Disposal Problem  Delaware  -Long 
Jan  1970  Tillamook  Bav, Oregon  
11ar  1970  Rogue  River,  Oregon  
Sep  1970  Navigation  Problems  at  Chincoteague Inlet, Virginia  
Jun  1972  Georgetown  Harbor  Navigation  Studv  
Nov  1975  Umpqua  River  Entrance,  OreGon  (includes Appendix A)  

Z-13 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS
EXPERIMENT STATION FOR OTHER AGENCIES 

Number Date
---··------------	~_!1_2.y__a..r2,q__T_~~l!.._________,______·----------·--------------------AD Number 
U. s. ARMY ENGINEER DISTRICT, HUNTINGTON, West Virginia 
Apr 1942 Report on Analysis of Hydrologi~ Data for Index Areas,Rev;_sed Muskingum River Basin, OhioAug 1943 
u. s. ARMY ENGINEER DISTRICT, LITTLE ROCK, Arkansas 
Dec 1944 	Accelerated Traffic Tests, Nat~hitoches Municipal Airport,Louisiana 
U. s. ARMY ENGINEER DISTRICT, LOS ANGELES, California 
Reports 
2-100 Jul 1975 	Supercritical Flow at Open-Channel Junctions; Hydraulic AD A014 892Model Investigation 
2-106 Oct 1978 	Side-Channel Spillway and Outlet vlorks for San Antonio AD A062 846Dam; Hydraulic Model Investigation, by D. A. Barela(includes Appendix A) 
1-109 t1ar 1972 	Supercritical Flow in Curved Channels; Hydraulic HodelInvestigation (includes Appendixes A-B) 
Sep 1972 	Addendum 
1-110 Jan 1978 	Rock-Lined Transitions; Hydraulic Model Investigation, AD A052 769by D. A. Barela 
2-112 Feb 1979 	Whittier Narrows Flood-Control Basin, Los Angeles County AD A068 521
Drainage Area, California; Hydraulic Model Investigation,by D. A. Barela 
U. S. ARMY ENGINEER DISTRICT, MOBILE, Alabama 
Jan 1945 	Accelerated Traffic Tests, Eglin Field, Florida 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
EXPERIMENT STATION FOR OTHER AGENCIES 

Number Date 	AD Number
------	--·...··--·-----
U~ s_ ARMY ENGINEER DISTRICT, NEW ORLEANS, Louisiana 
Unnumbered 	Mississippi River, Baton Rouge to Gulf of Mexico; 
Investigations and Data Collection for Model Study of 
Southwest Pass, Mi. ssissi ppi River; Prototype Investigation: 

Apr 1959 	Volume I Text AD 635 739 
Apr 1959 	Volume II Plates AD 635 740 
Jul 1971 	National Shoreline Study; Inventory Report --Lower Mississippi Region 
u. s. ARMY ENGINEER DISTRICT, NORFOLK, Virginia 
Unumbered Jun 1945 	Accelerated Traffic Tests, Langlev Field, Virginia 
U~ s. ARMY ENGINEER DISTRICT, ROCK ISLAND, Illinois 
Unnumbered Feb 1964 	Investigation of Cathodic Protection Current Require
ments of Stainless-Plain Couples 

U. S~ ARMY ENGINEER DIVISION, LOWER tHSSISSIPPI VALLEY, Vicksburg, Mississippi 
Unnumbered Feb 1981 	Program Criteria Specifications Document; Computer AD A097 760 Program TWDA for Design and Analysis of Inverted-T Retaining Walls and Floodwalls, by v. M. Agostinelli, W~ A. Price, and C. E. Pace 
u. s. ARMY RESEARCH OFFICE, Research Triangle Park, North Carolina 
Unnumbered Sep 1975 	Protection of Slopes Against Rainfall Erosion; Final AD A016 147 Report, by E. B. Perry 
U. S. DEFENSE NUCLEAR AGENCY, Washington, DC 
* 
Unnumbered Jul 1973 MIDDLE NORTH Series, MIXED COMPANY; Strong-AD 914 012L Motion Seismic Measurements, by R. F. Ballard, Jr., and R. E. Leach 

* 
Unnumbered Aug 1974 MIDDLE NORTH Series, MIXED COMPANY Event; Proof AD 8000 534L Test of Military Personnel Shelter Concepts, by 

J. W. Ball (includes Appendixes A-D) 

* 
Unnumbered Aug 1975 MIDDLE NORTH Series, MIXED COMPANY Event; Ground AD BOOB 181L .'Jhock from a 500-Ton Hi.gh-Explosi ve Detonation on Soil Over Sandstone, by J. K. Ingram (includes Appendixes A-C) 


Z-15 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY iJATER\-JAYS 
Number 
* 
Unnumbered 

* 
Unnumbered 

* 
Unnumbered 


Unnumbered 
Unnumbered 
* Unnumbered 
Unnumbered 
Unnumbered 

Unnumbered 

Unnumbered 
Unnumbered 

Unnumbered 

EXPERIMENT STATION FOR  OTHER  AGENCIES  
Date  
U. s. DEFENSE (Cont)  NUCLEAR  AGENCY,  Washington,  DC  
Sep  1975  MIDDLE NORTH Series, MIXED COMPANY Event; Craters and Ejecta from Near-Surface Bursts on Layered Media, by B. L. Carnes (includes Appendixes A-C)  
Apr  1977  Pre-DICE THROW II; Crater and Study, by J. W~ Meyer  Permanent  Displacement  
Jul  1977  DICE THROW Series; Pre-DICE THROW II Event; and 2, Ground Motion Measurements, by D. w. (includes Appendixes A-C)  Events 1 Murrell  
Dec  1977  Development of a Laterally Isolated Diaphragm-Type Soil-Structure Interface Stress Gage, by Andres Peekna (includes Appendixes A-C)  
Dec  1977  Development of the Brinell Sandwich Passive Soil Stress Gage, by Andres Peekna (includes Appendixes A-E)  
Apr  1980  MISERS BLUFF Series; Phase Airblast Measurements Data and J. H. Stout  I, Ground Shock and Report, by D. W. Murrell  
U.  S.  ENVIRONMENTAL  PROTECTION  AGENCY,  Cincinnati,  Ohio  
Dec  1976  Design Considerations for Pump and Paper-Mill Sludge Landfills, bv R. H. Ledbetter (includes Appendixes A-B)  
Aug  1977  Phvsical and Engineering Properties of Hazardous Industrial Wastes and Sludges, bv M. J. Bartos, Jr., and M. R. Palermo  
May  1978  Chemical and Phvsical Effects of Municipal Landfills on Underlving Soils and Groundwater (includes Appendixes A-C)  
U. S. ENVIRONMENTAL PROTECTION AGENCY/CORPS OF ENGINEERS TECHNICAL COMMITTEE ON CRITERIA FOR DREDGED AND FILL MATERIAL  
Mar  1977  First Annual  Report  
Jul  1977  Ecological Evaluation of Proposed Discharge of Dredged Material Into Ocean Waters; Implementation Manual for Section 103 of Public Law 92-532 (Marine Protection, Research, and Sanctuaries Act of 1972)  
Jan  1979  Activitv  Report  
AD B029 465L AD B031 703L 


AD Number 
AD BOOS 936 
AD A089 719 
AD A061 462 
AD B052 649L 
AD A040 662 AD A041 209 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
Number
-·---
Unnumbered 
Unnumbered 
Unnumbered 
Unnumbered Unnumbered 
Unnumbered 
Unnumbered Unnumbered 
Unnumbered Unnumbered Unnumbered Unnumbered 
Unnumbered 
Unnumbered Unnumbered Date 
Oct 1974 
Feb 1975 
Oct 1975 
Sep 1976 Oct 1976 
Dec 1976 
Jan 1977 Oct 1977 
Mar 1978 Sep 1979 Dec 1979 
Har 1980 May 1980 
Jan 1980 N:>v 1980 May 1980 Apr 1981 
EXPERIMENT STATION FOR OTHER AGENCIES 
U~ S~ FEDERAL AVIATION ADMINISTRATION, Washington, DC 
Design of Civil Airfield Pavements for Seasonal Frost and Permafrost Conditions, by R. L. Berg, U. s~ Army Cold Regions Research and Engineering Laboratory, Hanover, NH (includes Appendixes A-E) 
Field Survey\and Analysis of Aircraft Distribution on Airport Pavements, by Victor A. HoSang, Howard, Needles, Tammen and Bergendoff, Alexandria, VA (includes Appendixes A-B) 
Statistical Quality Control Procedures for Airport Pavement Materials, by E~ R. Brown (includes Appendixes A-D) 
Criteria for Airport Pavements; Final Summary Report 
Improvements to Airport Drainage Criteria, Phase I, by Jack Fowler 
Structural Design of Pavements for Light Aircraft, by 
D. M. Ladd, Frazier Parker, Jr. and A. T~ Pereira (includes Appendix A) 
Plastic Pipe in Airport Drainage Systems, by G. G. Harvey (includes Appendixes A-B) 
Subgrade Elastic Moduli Determined from Vibratorv Testing of Pavements, by R. A. Weiss (includes Appendixes A-B) 
Literature Review -Elastic Constants for Airport Pavement Materials, by J. L. Green (includes Appendix A) 
Filter Fabrics for Airport Drainage, by s. P. Miller (includes Appendixes A-B) 
A Review of Fabric Usage in Pavements Constructed on Low-Strength Soils, by D. M. Ladd 
Pavement Evaluation and Overlav Design Using Vibratory Nondestructive Testing and Layered Elastic Theorv: 
Volume  I  Development of Procedure, by R. (includes Appendixes A-B)  A. Weiss  
Volume  II  Validation of Procedure, by R. and J. W. Hall, Jr.  A. Weiss  

Nondestructive Testing for Light Aircraft Pavements: 
Phase I 	Evaluation of Nondestructive Testing Devices, by A~ J. Bush III 
Phase II 	Development of the Nondestructive Evaluation Methodologv, bv A. J. Bush III 
Procedure 	for Condition Survey of Civil Airports, bv 
J. w. Hall, Jr., and D. R. Elsea 
Condition Survev of Porous Friction Surface Course, bv J. E. Shoenberger 
AD Number 
AD A006 284 
AD A011 488 
AD A017 594 
AD A033 644 
AD A041 300 

AD A041 200 
AD A055 158 

AD A056 195 AD A085 509 AD A083 076 
AD A087 186 AD A087 716 
AD A083 597 AD A099 593 AD A089 437 AD A100 312 
Z-1'7 
REPORTS PREPARED OR PUBLISHED AND DISTRIBUTED BY WATERWAYS 
Number---- Date  
Unnumbered  Jun  1974  
Unnumbered  Jun  1975  
Unnumbered  
Aug 1975  
Aug  1975  
Feb  1977  
Oct  1978  
Dec 1978  
Unnumbered  Jan  1976  
Unnumbered  Jan 1977  
Unnumbered  Jun  1977  
Unnumbered  
Jul  1977  
Jul  1977  
Unnumbered  Sep  1977  

EXPERIMENT STATION FOR OTHER AGENCIES 
A~ency and_ Titl~----------------------------
U~ s. FEDERAL HIGHVIAY ADMINISTHATION, \lashington, DC 
Users' Manual for Membrane Encapsulated Pavement Sections (MEPS), by s_ L-Webster 
A Review of Engineering Experiences with Expansive Soils 
in Highway Subgrades, by D. R. Snethen, F. c~ Townsend, 
L,. D-Johnson, D,. M-Patrick, and P,. J,. Vedros 
Design and Construction of Compacted Shale Embankments: 
Volume 1 	Survey of Problem Areas and Current Practices, by J. H~ Shamburger, D. M. Patrick, and R,. J. Lutton 
Volu10e 2 	Evaluation and Remedial Treatment of Shale Embankments, by G. H. Bragg, Jr., and T. W. Zeigler 
Volume 3 	Slakin~ Indexes for Design, by R~ J. Lutton 
Volume 4 	Field and Laboratory Investigations, Phase III, by ',i. E. Stroh;n, Jr. (includes Appendixes A-B) 
Volume 5 	Technical Guidelines, by w. E,. Strohm, Jr,., 
G. H. Bragg, Jr., and T. w. Zeigler (includes Appendixes A-B) 
An Occurrence and Distribution Survey of Expansive 
Materials 	in the United States by Physiographic 
Areas, by 	D. M. Patrick and D. R,. Snethen 
An Investigation of the Natural Microscale ~lechanisms 
That Cause Volume Change in Expansive Clays, bv D. R,. 
Snethen, L,. D,. Johnson, and D. M-Patrick 
An Evaluation of Expedient Hethodology for Identifica
tion of Potentially Expansive Soils, by D-R. Snethen, 
L. D. Johnson, and D. M. Patrick 
Case Studies of Pavement Performance: 
Phase I 	Kentucky, by P,. J. Vedros, Jr., and W. R. Barker (includes Appendixes A-B) 
Phase II 	Texas, by P. J. Vedros, Jr., and v. R. Barker (includes Appendixes A-B) 
Wastewater Treatment Systems for Safety Rest Areas, by 
G. w. Hughes, D. E,. Averett, and N. R. Francingues, Jr,. (includes Appendixes A-D) AD Number 
AD A020 30Y 
HEPOHTS PREPARED OR PUBLISHED AND DISTRIBUED BY WATER~AYS 
EXPERIMENT STATION FOR OTHER AGE~CIES 
Number Date 
AD Nulil,.;;b.;:;;e;_r__ 
U. s. FEDERAL HIGHWAY ADMINISTRATION, Washin~ton, DC ( Cont) 
UnrtutrtbereJ Feb 1979 	Dynami.c Testing of Slotted Underdrain Pipe, by A. J. 
Bush III and H. T. Sullivan 

Unnumbered 	Jun 1979 Technical Guideli.nes for Expansi.ve Soils in Highway 
Sub~rades, by D. R. Snethen (includes Appendixes A-F) 

U. S. NAVAL WEAPONS CENTER, China Lake, California 
* UnnumJered Sep 1980 Full-Scale Penetration into Semiconfined Diorite Lioulders by CJ Semiarmor-Piercing (SAP) Bomb and a Slender Penetrator, by c. F. Austin, c. c. Halsey, and s. L. Berry 
U. S. \-lEATHER BUREAU, DEPARTMENT OF COMt1ERCE, AND CORPS OF ENGINEERS, U. s. ARMY 
Hydrometeorological Reports: 
1943 t'laximurn Possible Precipitation Over the Ompompanoosuc 
Basin Above Union Village, Vermont 
1941 Maximum Possible Precipitation Over the Ohio River 
Basih Above Pittsburgh, Pennsylvania 
3 1943 Maximum Possible Precipitation Over the Sacramento 
Basi.n of California 
4 1943 Maximum Possible Precipi.tation Over the Panama Canal 
Basin 
5 1947 Thunderstorm Rainfall: 
Part Text 
Pdrt 2 Figures 

----------------~----------------------
* Statement B. See Preface. 
INDEX 


KEY-WORD-OUT-OF-CONTEXT (KWOC) INDEX 
Term-----------------------
A. v. Shelton Fallout 
~lodel 
Prediction System AASHO Road Test 
Aberdeen Lock and Dam Proving Ground Abiquiu Dam Abrasion Erosion Damage Evaluation Resistance 
Sand Absecon Inlet Absorptive Aggregate Accelerated Curing Hvdration Products of Cement Soil-Lime Traffic Test 
Eglin Field Langley Field Natchitoches Muni~ipal Airport Accelerograms Accelerometers Access Channel Acid Attack of Concrete 
ACIL Acoustic Classifying Sensors Flowmeter 
Magnetic Data 
Subbottom Profiling 

Target Classifie\S Acrylamide N Activities Su~nary Adana Air Base Airport Addressograph Adhesives 
Adiabati~ Temperature-Rise Tests 
Admixture 
Concrete TM 65-1 TM 65-10 CR 4-79 TR 3-721 
TR H-78-12 MP M-77-13 TR 2-513 
CTIAC-40 CTIAC-67 CTIAC-66 MP C-78-4/3 
TM2 
TM 204-1 MP 4-118 
MP C-78-11 TR S-76-9 TM TR S-76-12 
MP S-73-1/14 MP 1-672 MP 2-114 CTIAC-28 MP C-77-9 MP C-78-14 MP 4-785 
MP M-75-10 TM 31 TR 2-810 MP M-75-2 MP S-69-32 TR S-70-1 TR M-76-7 TM 3-408/A TR 
TM 3-343/75 TM 3-343/74 MP 5-163 TR S-71-11 MP 6-936 CTIAC-30 MP 6-471 MP C-70-12 MP C-71-8 MP C-78-3 TM 6-419/4 TR C-77-1 MP 6-471 HP 6-727 MP 6-803 MP 6-941 MP C-78-9 TR 6-584 
~_e____Ter"!.--------------------------------
Admixture (Cont) lv-20 Concrete (Cont) W-20 Underwater TR C-76-1 C-38 S-105 Hydropel TM C-27 S-82 Mass Concrete MP 6-123/n C-1 ADM's TR 22 1-1-29 H-68 AEC Structure, Oak Ridge MP S-71-26 S-36 M-15 Aeration H-42 Biologi~al Systems TR Y-77-4 E-31 Dewatering Fine-Grained Dredged Material CR D-76-10 E-22 C-42 Aerial C-45 Cone Penetrometer MP 4-899 M-7 C-45 TR 3-462 M-20 C-39 Dispersal System for Rapid-CERC-37 Landing-Site Stabilization CR 3-169 S-99 H-33 Infrared Survey MP M-70-3 t1-9 S-7 Penetrometer MP 4-300 M-2 Photo Gray Tones CR 4-121\ M-19 Photographi~ Techniques TM 36 CERC-28 C-26 Photographs CR 4-20 M-39 S-93 Photography GITI 2 CERC-5 S-60 TM 48 CERC-28 S-93 Survey of Waterbird Colonies TR D-78-13 E-111 Z-13 Afghanistan CR 1-11/4 M-42 Z-14 Africa CR 3-56 M-40 TM 3-143/81 S-69 Z-13 Canal Zone Analogs CR 1-30 M-43 S-19 t1ad agascar V CR 1-.10/V M-43 W-3 Yuma Analogs CR 3-11 11-42 H-4 African Desert TR 3-630/1 S-80 C-41 TR 3-630/6 S-80 C-25 Agana Small-Boat Harbor TR H-75-1 H-61 C-26 Agate Bay Harbor Tf1 203-1 H-13 S-21 Aggregate CTIAC-65 C-45 IR S-74-3 S-3 M-13 MP 4-88 S-6 CERC-27 MP 6-8 C-2 H-53 MP 6-132/4 C-3 M-12 MP 6-256 C-5 S-30 MP 5-278 C-5 S-86 MP 5-319 C-6 M-32 t1P 6-389 C-6 S-73 MP 6-395 C-6 MS-11 MP 6-416 C-7 MP 6-646 C-10 S-69 MP 6-710 C-11 S-69 t1P 6-732 C-12 t1S-4 MP 6-740 C-12 S-88 MP 6-772 C-12 C-15 MP C-72-4 C-19 C-42 MP C-76-2 C-23 C-7 PNE 5003 il-17 C-18 TM C-27 C-19 TM 6-224 C-27 C-25 TR 6-543 C-32 C-29 TR 6-593 C-33 C-39 TR 6-747 C-34 C-7 TR 6-819 C-36 C-11 Blending IR S-70-5 S-3 C-13 Bull Shoals Dam TM 6-222 C-27 C-15 Carlyle Reservoir MP 6-281 C-5 C-26 C-31 
* The letters C, CERC, E, H, M, S, and Wbefore numbers indi~ate the originating WES laboratory as follows: C --Concrete; CERC --Coastal Engineering Research Center; E --Environmental Effects; H --Hydraulics; 
M--Mobility and Environmental Systems; S -Soils and Pavements; and W--!~eapons Effects. The letters MS, P, and Z designate Miscellaneous Subjects, Potomalogy Investigations, and Reports prepared or published and distributed by WES for other agencies, respectively. 
2-INDEX Term Report No. Term
----------------------	Report No. 
Aggregate (Cant)  
Con~rete  TR  C-69-6/1  C-37  
Mixtures with  High Water- TR  C-69-6/2  C-37  
Cement  Ratios  TR  C-72-'l  C-37  
Corps of Engineers Dams  MP  6-415  C-7  
Degradation Test Method  MP  6-218  C-4  
Dryer,  Barber-Greene  Company  
.Model  8'37  TM  3-285  S-63  
Durability of Concrete  B  34  C-1  
Fishtrap Dam  MP  C-76-'l  C-23  
Grading  TR  6-717  C-34  
Highway  Constru~tion  MP  6-568  C-8  
Hass  Concrete  B  39  C-1  
Mix  Design  MP  5-627  MS-5  
Mixtures for  New  Lock and  Dam  
No.26  MP C-76-1  C-23  
Nuclear  Methods  MP  6-643  C-10  
Stone for  the  Rend  Lake  
Reservoir  MP  6-589  C-9  
St. Louis Flood  Prote~tion  
Project  MP  6-334  C-6  
Samples  MP  6-405  C-6  
Shelbyville Reservoir  Project  MP  6-588  C-9  
Sources  
New  York State  CTIAC-3  C-40  
MP C-73-3  C-21  
Yazoo  Backwater  Project  MP  6-523  C-8  
Stonewall  Jackson  Dam  CTIAC-66  C-45  
Tests  
Alton Floodwall  MP  6-251  C-5  
Cape  Girardeau Floodwall  MP  6-184  C-4  
Devil's Kitchen  Dam  MP  6-158  C-3  
Agricultural  Value of Dredged  
Material  TR D-78-'36  E-18  
Air  
Content  
Hardened  Con~rete  MP  6-286  C-5  
Interior Mass  Concrete  MP  6-467  C-7  
Mass  Con~rete  TM  6-345  C-28  
TM  6-352  C-28  
Demand  MP  2-31  H-4  
MP  2-75  H-4  
Entraining Admixture  MP  C-68-1  C-15  
TM  6-'327  C-27  
Entrainment  
Conorete  B  30  C-1  
Mass  Concrete  TR C-69-1  C-36  
Open-Water Pipeline Disposal  TR  D-77-15  E-7  
Overpressure  Soil  Test  
Facility  MP S-75-20  S-47  
Photo  
Interpretation Alluvial Soils  TR MP  M-74-2/B 3-181  M-30 S-9  
Marshland  Areas  MP  3-182  S-9  
Patterns of Terrain  
Features Pockets in Concrete Surfaces  TR TM  3-726/VI  M-23 C-28  
Airblast  
Arctic  Environment  TR  2-597  W-30  
Detonations  TR  E-72-16  \~-37  
Ground  Shock  MP  N-75-'l  \1-11  
Loading  
Large Metal  Shi.pping  
Container  MP  N-70-5  W-7  
Precast  Reinforced  Concrete  
Manhole  MP  1-984  W-6  
Measurements  Z-15  
CR  E-74-1  \~-46  

Airblast (Cant) Measurements (Cant) PNE 512F W-15 TM W-27 
Data Report MP N-78-4 ¥/-13Open Entranceways MP 1-631 W-3 Overpressure MP N-68-4 ~1-7 
TR 7 W-28 Measurement Program MP E-75-4 1~-11 
Prediction TR 39 W-29 Protective Structures MP 1-608 \~-3 Variations 

TR S-78-5 S-95 Airborne Infrared Roof Moisture Surveys IR M-78-1 M-1 Aircraft 
MP M-73-16 M-12 MP S-71-27 S-35 Blast and Helicopter Downwash Protection MP S-75-19 S-47 Distribution on Airport Pavements 
Z-16 Dynamic Loads TR S-75-11 S-92 Ground-Flotation TR 3-737 
S-82 Landing Gear MP 4-459 S-15 Pavement 
Z-16 
Compatibility Study TR S-74-11 S-91 Protective Structures Designs TR N-69-8 W-34 Shelter TR N-75-6 \~-40 
Complex 	MP M-75-6 M-13 
Response TR N-77-3 \-1-41 Substandard Airstrips MP M-76-18 M-14 Traffic 

MP S-73-56 S-43 Runways t~P 4-369 S-13 Airfield 
Z-7 CR 4-9 S-109 MP S-70-14 S-32 MP S-73-27 S-41 MP S-78-7 S-52 TM 3-357/B S-72 
Bare Base Support MP S-69-10 S-29 
Damage Repair Z-1 Densities and Moistures MP 4-199 S-9 Pavement 
Z-7 
Z-16 MP 4-91 S-6 MP S-72-7 S-36 MP S-74-22 S-45 TM S-66 TM 3-349 S-71 TM 3-394 S-72 TR 3-493 S-76 
Construction 	MP S-75-18 S-47 
Evaluation 	t~P 4-311 S-11 MP 4-316 S-12 MP 4-321 S-12 MP S-74-3 S-44 TM 3-344 S-71 TR 3-466 S-75 
Altus Air Force Base MP 4-352 S-12 
MP 4-353 S-12 Bergstrom Air Force Base MP 4-315 S-12 Butts Army Airfield MP S-76-22 S-50 Davis Field MP 4-356 S-12 
Dyess Air Force Base MP 4-309 S-11 Godman Army Airfield MP S-71-1 S-34 Goodfellow Air Force Base MP 4-306 S-11 Gray Air Force Base MP 4-313 S-11 Hirsch Auxiliary Field MP S-69-43 S-31 
Hunter Air Force Base MP 4-379 S-13 Iwo Jima Air Force Base MP 4-880 S-24 


l-INOEX 
Ter.£11_______________ 
Term 
Airfield (Cont) Alameda Naval Air Station MP 5-6i MS-11 Pavement (Cont) 
TM 2-242 II-1(> Evaluation (Cont) Alaska Cll 1-17 M-4'1 James Connallv Air For~e TM 6-170/VI C-23 Base MP 4-110 S-11 TR Y-78-9 r:-:n ~lP 4-·n6 s-n Alaskan Earthquake TM 25 CERC-27 Keesler Air Force Base MP S-69-45 s-11 Al bacete, Spain S-69
TM 1-11Ji/86 Laredo Air Force Base MP S-69-44 S-i1 Albuquerque District INR 1 Z-4 Moodv Air Force Base MP 4-114 S-12 Al<-oa Opalocka Airport 
MP 4-816 S-22 AM2 Landi~g Mat MP S-69-110 S-11 Perrin Air Force Base MP 4-197 S-14 Brazed AM5 Landing Mat MP S-70-26 S-11 Reese Air Force Base MP 4-375 s-n T11 MP S-69-17 S-29 MP 4-427 S-14 Alconburv (Lincolnshire), Robert Gray Armv Airfield MP 4-697 S-20 England TM 1-11Ji/96 S-70 t1P S-69-18 S-10 Aleutian Trench RR ll-75-4 H-29 Robins Air Force Base MP 4-367 s-n Alexandria Sheppard Air Force Base MP 4-166 s-n and Arlington Countv TR ll-75-19 H-61 Travis Air Force Base MP 4-312 S-11 Reach TR ll-78-24 ll-69 Turner Air Force Base 4-688 Alfesil C-28
MP S-20 TM 6-110/A/B Webb Air Force Base MP 4-198 S-14 Algiers Lo<'k TM 2-109 H-18 Junctures MP S-76-19 S-49 
TR 1-501 S-77 Kelly AFB TR 3-459 S-75 Algorithm CETA 32-1 CERC-4 Loads MP S-71-66 S-1<4 
CETA C?-11 CERC-I! Smoothness Requirements TR S-77-12 :3-94 TP 82-2 CERC-i1 and Railway Systems TR N-75-1< \-1-40 Aliceville Lock and Dam TR H-711-10 ll-61 Reconnaissance, Vieques 
TR ll-78-2 ll-67 Airfield, Puerto Rico MP 4-18 M-2 Alkali CTIAC-26 C-111 and Road Surfacing Membrane CR S-71-7 S-106 Aggregate Reaction CTIAC-17 C-111 TR 3-492 S-76 
MP 6-1115 C-6 TR 3-515 S-77 MP C-75-1 C-22 Site 
MP C-77-10 C-25 Evaluation IR M-75-1 M-1 
TM 6-168 C-28 TR M-75-3 M-31 
TR 6-1181 C-11 Moron de la Frontera, Spain TM i-'143/78 S-69 Carbonate Selection MP 4-19 M-2 Reartion in Conrrete MP 6-659 C-10 Surfacing TR S-74-2 S-90 Reactivitv CTIAC-65 C-45 Theater of Operations MP S-74-2'1 S-46 MP 6-510 C-8 Airhead Construction MP 4-110 S-7 
MP 6-6116 C-10 Airmobile MP M-72-6 M-10 
Roc,k Airoll 
MP 4-439 M-3 Reactions in Concrete MP C-72-9 C-20 MP 4-513 M-4 Reactivity MP C-76-'l C-21 Airphoto Portland Cement TM 6-224 C-27 Approach TM 3-331/6 M-18 Pozzolans MP C-71<-1 C-21 Pattern Analysis CR 4-6 M-38 Reactions with Carbonate Rock MP 6-682 C-11 Airplane Silica MP 6-5'l0 C-8 Landing MP 6-646 C-10 Facilities TM 3-1116 S-73 Reaction CTIAC-68 C-45 Mat CR S-71-3 S-99 Concrete Investigation TM 212-2 S-59 Hi. wassee Dam CTIAC-12 C-42 Steel, Pierced Tvpe M-6 TM 212-8 S-60 MP C-78-10 C-26 Wheels MP 4-16 S-4 New Savannah Bluff Lock Airport MP S-69-33 S-30 and Dam CTIAC-"31 C-'12 TR S-74-10/II S-91 MP C-78-13 C-26 Drainage Z-16 Products CTIAC-11 C-42 Lockers TR N-76-11 W-41 MP C-78-7 C-112 Pavement Z-16 Allatoona Dam TM 214-1 H-14 MP S-48 TM 214-2 H-,11 TR S-74-12 S-91 TR 2-621 H-46 TR S-75-14 S-92 Allentown, Pennsylvania TM 2-176 H-40 TR S-75-17 S-92 Alligator Weed TR M-48 TR S-77-8 S-94 All uvial TR S-77-11 S-94 Deposits TM S-61 Materials Z-16 Patterns CR 4-6/3 M-39 CR S-75-6 S-99 River RR 1 Z-5 CR S-76-12 S-104 TM H-35 Airstrip MP M-76-18 M-14 TR 6 Z-8 MP S-68-1"3 S-27 TR 7 Z-8 Binh Hung, South Vietnam MP 4-549 M-4 Soils MP 3-181 S-9 Ala r/ai Boat Harbor TR 2-767 H-52 Meander Belt and Backswamp Deposits TR 3-604 S-79 
4-INDEX  
Term  Term  ~ort No.  
Alluvial (C<;nt)  Ammonium Salt a3 a Stabilizing  
Stream:;  MP ll-71-1  H-12  Agent  MP 3-151  S-8  
Terrain  MP S-77-24  S-52  AMORES  MP M-76-11  M-14  
Alluvium  TR N-71-1  W-18  Amphibian (MSA)  TR A-77-1/1  M-49  
Alp:;  MP 1-561  S-18  Amphibiou3  MP M-70-9  11-9  
Altair  MP S-68-14  S-27  Vehi~le:;  MP N-68-2  W-7  
Alternate National Mil i tarv  TR ~-783/D  M-24  
Command Center (ANMCC)  AMRAD  HP 4-955  S-25  
Improvement Proje~t  CTIAC-6 1  C-44  Ana~ostia River  TR 2-434  H-42  
Alternative Power Sour~e3  TR D-77-12  E-1 1  Anaerobi" Sediments  TR Y-78-11  E-33  
Alton  Anaheim Bay  ™68  CERC-40  
FloorJwo.ll  MP 6-251  C-5  TM 2-255  H-36  
Ill i noi :;  ™77-1  S-55  Analogs  TR 3-506  S-7'7  
Al tu:; Air Forne Ba:;r!  tW 4-152  S-12  Canal Zone Climate  CR 3-10  M-41  
MP 11-151  S-12  Fort Greely and Fort Churchill  
MP S-71-14  S-40  Terrain  CR 3-17  M-44  
A l urn Crc"k Dam  TR H-70-IJ  H-56  Yuma  
AJumi~izerJ Bla~ti~e Agent~  TR 28  <1-29  Climate  CR 3-11  M-42  
Al umi nurn  MP S-71-28  S-16  Terrain  TR 3-630  S-80  
MP S-71-9  S-110  Analyti~al  
Alloy Pi erned Plank Mat  TM 212-7  S-60  Model  
Cr,ated Hire:;  TH 6-611  C-14  Predhting  
Container;.;  TM 71-7  1-1-25  Cros:;-Country Vehide  
Hon"vnornb Landing Mat  MP S-69-119  S-11  Performance  TR 3-783  M-24  
MP S-70-21  S-11  Vehinle Perforrnan~e  TR M-70-7/I  M-26  
t1P S-71-7  S-14  Ship Transit Capacities  MP H-69-10  H-11  
MP S-72-4  S-16  Terrains  TR M-70-3  M-26  
MP S-71-8  S-40  Study of Ground-Surface  
MP S-71-11  S-40  Shielding  TR M-74-4  M-30  
Ion:; bv X-rav F.mi :;;.;ion  ANAMOB  TR M-71-4  M-28  
!3pentro:;0 rJpv  MP 6-604  C-9  Annhor  TR 3-675  S-81  
Landing Mat  MP S-69-29  S-10  TR S-71-10  S-88  
MP S-69-19  S-10  Mass-Concrete Forms  TM 6-399  C-29  
MP S-69-51  S-11  Annhorage, Alaska  Z-12  
MP S-72-18  S-18  Angle of  
MP S-74-14  S-45  In"idence  TR 2-512  W-30  
Mat Panel:;  MP S-69-16  S-10  Internal Friction  MP S-69-12  S-29  
Pierned Tvpe, M9  Ti~ 1-124  S-65  ANGLE DOZER  TM 67-20  W-23  
Sandwi dl Mat  Ml' S-71-4  S-14  Animal  
Sphere  TM 68-11  W-21  Colonization  TP 76-7  CERC-30  
AM 1 Landing Mat  MP 4-599  S-18  Habitats  CR Y-75-2  E-35  
MP 4-655  S-19  Upland Disposal Areas  CR D-77-2  E-22  
MP 4-787  S-22  Anisotropic  
MP 4-884  S-24  Shear Strength  MP S-76-2  S-48  
AM2  Versus Isotropic Consolidation  TR S-75-13  S-92  
Al urni nurn Landing Mat  MP 4-886  S-24  Anisotropicallv Consolidated  
-AM5-Landing-Mat-Surfa0ed SATS  Clay  MP S-73-60  S-43  
Airfield  TR S-75-2  S-91  Anisotropy  CR 3-132  S-100  
Landing Mat  MP 4-747  S-21  Ankara, Turkey  TM 3-343/69- 
MP 4-751  S-21  70  S-69  
MP 4-786  S-21  ANMCC Improvement Project  CTIAC-58  C-44  
MP 4-788  S-22  CTIAC-61  C-44  
MP 4-789  S-22  An not Sand stone  MP 3-562  S-18  
MP S-68-11  S-27  MP 3-566  S-18  
MP S-69-3  S-28  Annual Summary  
MP S-69-13  S-29  Civil Works Program  MS-12  
MP S-69-40  S-31  Ansonia-Derby Local Protection  TR H-69-4  H-54  
MP S-69-41  S-31  Antelope Lake Target  MP S-76-7  S-48  
MP S-70-4  S-32  Antenna  MP 4-937  S-25  
MP S-70-5  S-32  Foundation  MP S-68-14  S-27  
Mat  MP 4-954  S-25  Guys  MP C-77-13  C-25  
AM3 Landing Mat  MP 4-820  S-22  Anteus Back-Pressure Consoli- 
AM5 Landing Mat  MP S-70-26  S-3~  dation Apparatus  MP 3-478/11  S-16  
Ambrasevs on Engineering  Antifreeze Compounds  MP 6-871  C-14  
Seis:nology  MP S-74-15  S-45  Antipersonnel Mine Projectile  MP S-72-13  S-38  
AMC-71 Mobility Model AMC-74 Vehinle Dynamics Module  TR M-76-5 TR M-76-1  M-31 M-31  Antitank Ditching with Explosives  MP  W-12  
Amedee Army Airfield Amistad Dam  MP S-71-15 MP 6-591  S-35 C-9  Mine Projectile  TR 3-470 MP S-74-31  S-76 S-46  
TR 2-653  H-47  MP S-73-58  S-43  

5-INDEX 
Term
Terl'!.---------------------------
---·-----------------------------
Anzio Beach MP M-74-5 t1-12 Arching in Sand TR 1-674 W-31 MP M-73-8 M-16 Arctic Apalachicola Bay Marsh Environment TR 2-597 W-30 Development Site TR D-78-12 E-17 TR 1-649 \·1-31 Aperture Testing MP S-711-3 S-44 Subarctic Regions MP 4-'71:'! 11-5 Approach Roads TR S-77-1 S-94 Ardmore Air Force Base t1P 4-"V4 S-4 Greenland TR 1-505 M-20 TM 3-344/8 S-71 Aqua~Trio System TR A-78-3/1 M-51 ARES Fa~ility, Kirtland Air Aquatic Force Base MP S-72-27 S-37 Animals TR D-78-29 E-17 Arid Climate Theater TR M-70-7 /II M-26 Biology TR D-77-2VD E-8 Arizona Canal Diversion Channel TR 14 Z-8 Biota TR D-73-15/C E-15 Arkabutla Dam TM S-58 TR D-78-15/D E-15 TM 16'7-1 H-11 Disposal Tl1 169-1 H-33 Duwamish Waterway TR D-77-24 E-9 TR 3-479 S-76 Field Investigations Arkansas Ashtabula River TR D-77-42 E-12 Post Canal Route MP 6-586 C-9 Columbia River TR D-77-30 E-10 River MP H-71-9 H-12 Eatons Neck TR D-77-6 E-6 TM 3-332 S-65 Galveston, Texas TR D-77-20 E-7 TR 2-608 H-46 Dredged Material Disposal TR DS-78-1 E-27 TR 2-650 H-47 TR DS-78-4 E-27 TR 2-746 H-51 Environments TR D-77-26 E-10 TR 1-1-68-8 11-54 TR D-78-21 E-16 TR H-69-3 H-54 Habitats TR D-77-18/B E-12 TR H-70-12 H-5'7 Harsh Plants CR 0-74-9/II E-24 TR H-73-2 11-59 Organisms TR DS-78-5 E-25 TR H-77-4 H-66 Plant IR A-77-1 M-46 TR ll-77-6 ll-66 MP A-77-2 M-47 Dams TR H-71-5 H-57 TR A-78-3 M-51 Lock Control CR A-76-1 M-52 and Dam 5 MP S-78-11 MP M-47 No. 2, Lock No. 3, and MP A-77-1 M-47 Dam No. 2 t1P 3-781 S-21 TR ~~-48 Multiple-Purpose Plan t1P 3-336 S-12 TR A-77-1 M-49 Navigation TR 2-795 ll-53 Pro!Sram TR M-48 TR H-70-8 H-56 22-24 October 1975 t1P A-76-1 M-117 TR H-71-1 H-5'7 19-22 October 19'76 MP A-77-3 M-47 TR H-71-10 fl-59 1-6 October 1977 MP A-78-1 M-47 TR H-74-7 H-61 Project, 12 January 1972 MP M-47 Tributaries MBM 211-1 H-23 Research Prograrn IEB A-78-1 M-46 Spring 1941 and 194 3 IEB A-78-2 M-46 Floods MBM 111-1 !1-22 MP M-47 MBN 14-2 H-22 TR M-48 Arlington County TR H-75-19 H-63 Use Pattern TR M-48 Armor CETA 81-7 CERC-3 Diquat TR M-118 TR N-71-10 \1-16 Silvex TR M-48 OBSTACLE II MP E-71-4 \'1-9 Vegetation CR 3-11/II M-38 Stones HP 11-76-8 11-1 1i \-leed 
Units MP H-74-2 H-14 Control with Plant Pathogens TR M-48 R 1-71 
CERC-17 
Laser Radiation TR M-48 Underlayer Stones t1P H-75-4 H-14 Plant Pathogenc, CR A-76-2 M-52 Armored Reconnaissance Snout Aramid-Fiber Ropes MP C-'17-13 C-25 Vehicles 11P M-12 Araxos Air Base TM 3-'343/67 S-69 ~1? M-74-6 M-12 Ar•,adi a Lake MP Y-77-3 E-30 Army TR Y-7'1-2 E-"32 Aircraft Protective TR Y-77-3 E-32 Structures Designs TR N-69-8 \{-34Arch TR 1-797 ;1-3:1 Airfield Pavement Evaluation TR 3-466 S-75 Blast Loading TR 1-807 W-31 Lawson Army Airfield MP 4-411 S-14 TR N-71-9 \i-36 Facility Management TR M-74-2 11-29 Buried in Drv Sand TR 1-758 \-1-32 Mobilitv Research Center MP 4-404 tFl Darn TR N-76-3 'd-40 Tactical Mobility Require-TR N-77-1 \<-41 ments (Howze) MP 4-528 M-4 Dynamic Loading TR 1-660 \1-31 Arnold Engineering DevelopmentLoaded Statically 
MP N-70-2 11-7 Center MP S-73-1 S-40 Processed Snow TR N-69-1 \i-33 ARPA Advisory Co~nittee on Shelter TR N-69-8/8 V/-35 Mobility Environmental Structure MP 1-742 \1-4 Research 
11P 4-670 f1-5 MP 1-963 W-6 Arsenic in Sediments t1P D-76-18 E-1Archeological Problem MP M-77-14 M-16 
6-INDEX 
terE!.________________________ _ ____________.._________
Term 
ARSV test Courses MP M-74-8 M-12 Atlantic ( Cont) Arthur Kill-Kill Van Kurl Coastal Salt Marsh Plants TR D-77-28 E-10 Channel MP 2-952 H-10 Generating Station TR H-75-16 H-63 Arti0ulated Con~rete Mattre~s MP 6-473 C-7 Muck TM 3-328 S-65 Artifi~ial Pacific Interor.eanic Canal Armor Units MP H-74-2 H-14 Study Commission MP H-70-7 H-12 Island t1R 78-'3 CERC-12 TM 66-3 W-21 78-14 CERC-21 Shelf R 1-70 CERC-16 De .3 ign TM 43 CERC-28 R 79-7 CERC-21 Reef~; R 79-1< CERC-21 Atomic Absorption SpectroSeaweed MR 76-9 CERC-10 photometer MP C-70-5 C-17 Art i fi.,.,i allv Attenuation of Airblast HP 1-608 \i-3 Filled Bear>h R 1-69 CERC-16 MP 1-631 H-3 Nouri8hed Bea,.,hes TM 29 CERC-38 Auger B 13 S-1 Artillery Australia; Canal Zone Foundations t1P S-69-7 S-28 Analogs VIII CR 3-30/VIII M-43 and Related Vehicles MP M-77-1 M-15 Autauga Creek TH 200-1 H-34 Asbestos Fibers MP 4-335 S-12 Automated Ashtabula River Disposal Site TR D-77-42 £-12 Field Station MP M-76-22 M-15 A:>ia MP M-77-5 M-15 Canal Zone Analogs II CR 3-30/II M-43 TR t1-77-4/2 M-33 Yuma Analogs CR 3-11/4-6 M-42 Procedure A:;ian Desert TR 3-630/2 S-80 Airfield Site Evaluation IR M-75-1 M-1 Asphalt MP li-44 S-5 Evaluating Sites IR M-76-1 M-1 MP 4-45 S-5 Slope Map Construction TR M-77-3 H-32 Content Gage MP S-75-23 S-47 Remote Sensing Techniques TR M-76-6 M-32 Mix Desi.gn MP 4-244 S-10 System for Collecting, Patr>h Plant TM 4-228 S-10 Processing, and Displaying Pavements TM 3-312 S-64 Environmental Baseline Data TR M-76-11 M-32 TM 3-314 S-64 Automation Paving MP 4-207 S-9 Cross-Country Locomotion ~·1ixtures TM S-60 Model MP M-71-7 M-10 TM 1-254 S-61 Model for Predicting the Runway MP S-76-24 S-50 Clearing of Vegetation MP ~1-72-1 M-10 Slurry Seals IR S-69-1 S-2 Techniques for Physical Underwater Proter.tion of Hydraulic Models MP ll-78-3 H-19 River Banks TM 3-329 S-65 AV tank MP M-77-3 M-15 Asphaltic Avian Habitat TR DS-78-18 E-28 Con,.,rete MP 4-1<4 S-5 Aviano Air Base TM 3-343/43 S-68 TR 3-516/2 M-20 AXISYM CR S-76-13 S-104 Overlays on Highways MP S-72-12 S-37 Axisymmetric Pavements, Thule Air Base MP 4-1B6 S-14 Finite Element Code MP S-76-3 S-48 Paving Mixtures MP 11-335 S-12 Plane Strain Simulation CR S-76-13 S-104 Surfar>es MP 4-92 S-6 Azores MP 4-179 S-8 Pavements in the Caribbean TM 3-343/16 S-66 Area MP 4-232 S-10 TM 3-343/17 S-67 Assemblages TR D-77-30/C E-11 Atr.hafalaya Basin Z-1 MBM 81-5 H-25 B. Everett Jordan Lake TR H-76-3 H-64 TM 48-1 S-55 Backfill TR S-69-8 S-86 Compaction TR S-76-4 S-93 TR S-74-5 S-90 Property TR N-73-5 \·/-38 Protection TR S-78-5 S-95 Levee MP S-69-53 S-31 Background Noise Signature Foundation Soils t1P S-72-32 S-38 Data Base Development MP M-78-1 M-16 Floodway TM 3-284 S-63 Backpacking TR 3-487 S-76 Material CR 6-160 C-46 Levee MP S-72-17 S-37 MP 6-780 C-13 TR S-70-2 S-86 TR 6-763/1 C-35 Foundation Backswamp Clavs CR S-72-3 S-114 Deposits TR 3-604 S-79 Soils CR S-70-3 S-101 Sediments TR S-70-2 S-86 River Basin MBM 31-3 H-24 Backwater Athens-Ellinikon Airport TM 3-343/64 S-68 Analysis TR 5-589 MS-11 Atlantic Chutes CR Y-74-4 E-35 City, New Jersey MR 81-3 CERC-13 Effects R 12-74 CERC-19 Bridges B 21'3 H-1 Coast t1P H-76-2/F H-15 Submerged Si11 s p 16 H-26 TP 78-4 CERC-32 
7-INDEX 
Term ________________________ 
Report No. Term ~-e___ 
Backwater. ( Cont) Illinois River p y H-26 Red River p 10 H-26 
Baffle Bank Stabilization Model R 2-3 P-1 Blocks MP H-70-4 H-12 Piers MP 2-154 H-4 
Bluestone Dam TM 2-243 H-36 BAILEY MP E-75-4 W-11 Experimental Excavation 
Program TR E-75-2 W-39 Balances MP 3-478/5 S-15 Baleshed-Ajax Bar Reach MP H-70-1/1 H-11 Balikesir Air Base TM 3-343/72 S-69 Ballistic Missile Defense 
Facilities TR N-72-12 W-37 Ballistically Loaded Clay MP S-71-57 S-43 Ballona Creek Outlet p 18 H-26 TM 100-1 H-31 Bamboo TR C-69-3/1 C-36 TR C-69-3/3 C-36 Reinforced Concrete MP C-70-2 C-17 Reinforcement MP 6-705 C-11 MP 6-926 C-15 
TR 6-646 C-34 Bangor International Airport MP S-73-52 S-43 Bank 
Caving Investigations 
Free Nigger Point and 

Point Menoir R 15-1 P-4 Huntington Point Revetment R 13-1 P-4 Kempe Bend Revetment R 9-1 P-2 Morvi lle Revetment TM 3-318 S-64 
Distress of Low Water Weirs MP S-78-2 S-52 Erosion TR 2-580/ III/6 H-45 
Lower Mississippi River R 12-15 P-3 Failure R 8-1 P-1 Protection INR 2 Z-4 
INR 3 Z-4 INR 4 Z-4 INR 5 Z-4 INR 7 Z-4 INV 1 Z-5 INV 2 Z-5 INV 3 Z-6 p 12 H-26 RR 3 Z-5 TM S-60 TR H-77-9 H-66 
Roughness MP H-73-2 H-13 Stabilization CETA 77-3 CERC-2 
R 20-1 P-4 Miller Bend R 2-5 P-1 Model R 2-6 P-1 
Bankhead Lock TR S-76-6 S-93 
Bar B 2/3 H-1 Channel Relocation TR 2-735/2/4 H-51 and Rod Airplane Landing Mat TM S-59 
TM 212-1 S-59 Splices TR N-71-2 l-1-36 Barajas International Airport TM 3-343/89 S-69 Barbed Wire TR C-69-3/2 C-36 Barber-Greene Company Model 837 TM 3-285 S-63 Barbers Point Deep-Draft Harbor TR H-78-20 H-69 Barcelona, Spain TM 3-343/88 S-70 Barcelota, New York TR 2-523 H-43 Bare Base Support MP S-70-23 S-33 MP S-70-24 S-33 MP S-71-3 S-34 
Barge  
Canal  Lock,  Sacramento  River  
Deep-Water Ship  Channel  
Project  TR 2-556  H-44  
Harbor  TR H-74-16  H-61  
Barkley  
Lock  
and  Dam  TR  2-689  H-49  
Prototype Tests  TR  H-75-11  H-62  
Reservoirs  MBM  23-3  H-23  
Barksdale Field  TM  MS-10  
TM  S-58  
Barnegat  Inlet  TR  H-74-1  H-60  
Barnhart  Island-Cornwall  Island  
Reach  TR 2-576  H-45  
Baromix  MP 4-43  S-5  
Barrier  RR H-B-4  H-28  
TR  /2  H-47  
TR  /3  H-47  
TR  H-69-12/1  H-55  
TR  H-69-12/2  H-55  
TR  H-69-12/3  H-55  
Islands  MP S-70-29  S-33  
R  81-7  CERC-22  
R  81-8  CERC-22  
Basalt  MP  C-69-1  C-16  
~1P  S-70-18  S-33  
TR  M-70-15  M-27  
TR  S-71-2/2  S-87  
Base  
Course  
Airfields  IR  S-69-5  S-2  
Materials  TR  3-786  S-84  
Soils  MP  4-197  S-9  
Surge  
Analysis  PNE  304F  W-14  
Cloud  Formation  PNE  503F  W-14  
Baseline  
Conditions  
Benthic Assernblages  TR  D-77-6/C  E-6  
Demersal  Fish  Assemblages  TR  D-77-6/D  E-6  
Phytoplankton Assemblages  TD  D-77-6/F  E-6  
Zooplankton Assemblages  TR  D-77-6/E  E-6  
Inventory  
Aquatic Biota  TR  D-73-15/C  E-15  
Terrestrial Flora, Fauna,  
and  Sediment Chemistry  TR  D-73-15/B  E-15  
Water Quality,  Sediment  
Quality, and  Hydro 
dynamics Bathymetric Data  TR D-78-15/A CETA 81-13  E-15 CERC-4  
Bathtub-Type Blast Deflector  MP  4-391  S-14  
Battlefield Sensor  System  MP  H-13  
Bauxippi-Wyanoke  Revetment  R  7-1  P-1  
Bay Springs  
Canal  Surge Study,  Tennessee 
Tombigbee Waterway  TR  H-78-9  H-68  
Lake Water-Qualitv Study  TR  H-76-7  H-64  
Lock,  Tennessee-Tombigbee  
Waterway  TR  H-78-19  H-69  
Bayou  
Bodcau  
Dam  TM  S-62  
Outlet Structures  TM 174-1  H-33  
Boeuf Lock  TM  S-64  
TR 3-458  S-75  

8-INDEX 
Term HeE_ort No. Term Report No. 

Bayou ( Cont) Co~odrie Drainage Structure 
Courtableau Drainage 
Stru~ture 
des Glaises Drainage Culvert Lamourie Control Stru~ture Macon Rapides Drainage Structure Rigolette Floodgate Sorrel Lock 
Beach 
Accretion Behavior Changes 
Cycles Data Desert Sands Dune Erosion 
Board 
Control 

Surveys Eval!Jation Progr·am Fauna 
Fill 
Evaluation 
Material 
Ocean Citv, N. J. 

Matting 
Tests at Onslow Beach Morphology Nourishment 
MP 3-53 
TM 3-289 
TR 1-560 TM 147-1 TM TR H-69-13 MP 3-17 TR 3-451 TM CETA 79-3 MP 2-64 R 3-68 R 1-69 R 25-73 R 4-75 R 78-9 TM 29 TM 41 TM 44 TM 110 TM 130 TP 81-1 MR 77-12 R 79-3 MP 6-64 MR 79-5 MR 80-3 MR 80-9 MR 81-3 MR 33-5 TP 77-1 TP 77-10 TM 20 R 4-69 MP M-75-8 MP 6-408 MP 4-74 t1R 77-12 R 1-67 R 79-11 TM 24 MR 77-9 TM 41 TR H-77-15 Tr1 36 MP 3-69 MR 77-6 11R 82-12 R 12-74 R 13-74 TM 11 TM 20 Tt1 102 TM 113 TM 127 R 78-10 R 79-9 TP 77-6 TM 16 TM 77 TR 3-680 MP 4-600 MR 77-5 MP 1-73 MP 80-1 
S-5 S-63 
S-78 H-32 S-64 H-55 S-4 S-74 S-60 CERC-2 CERC-7 CERC-16 CERC-16 CERC-13 CERC-19 CERC-20 CERC-38 CERC-39 CERC-2!3 CERC-42 CERC-44 CERC-33 CERC-11 CERC-21 CERC-7 CERC-12 CERC-12 CERC-1'3 CERC-13 CERC-15 CERC-31 CERC-31 CERC-37 CERC-16 M-13 C-6 CERC-8 CERC-11 CERC-16 CERC-21 CERC-38 CERC-11 CERC-28 H-67 CERC-28 CERC-7 CERC-10 CERC-14 CERC-19 CERC-19 CERC-26 CERC-27 CERC-42 CERC-43 CERC-43 CERC-21 CERC-21 CERC-31 CERC-26 CERC-41 S-81 S-18 CERC-10 CERC-8 CERC-12 
Beach (Cont) 
Nourishment (Cont) 	MR 82-2 CERC-13 MR 82-13 CERC-14 MR 82-14 CERC-14 MR 83-3 CERC-15 R 3-66 CERC-16 TM 17 CERC-37 TM 60 CERC-29 TR H-76-13 H-65 TR H-76-13/1 H-65 TR H-76-13/3 H-65 TR H-76-13/4 H-65 
-Ocean-Atmosphere System TM 7 CERC-26 Plan forms R 79-6 CERC-21 Processes R 78-4 CERC-20 Profile MP 10-75 CERC-9 
R 7-73 CERC-17 TM 44 CERC-39 TM 52 CERC-39 TM 53 CERC-39 TM 134 CERC-44 TP 77-9 CERC-31 Analysis System TR 82-1 CERC-34 Radioactivity TM 135 CERC-44 Replenishment MR 78-4 CERC-12 R 83-3 CERC-23 Sampling Methods TM 50 CERC-39 TM 90 CERC-41 Sand TM 16 CERC-37 TM 28 CERC-38 Sediment TM 22 CERC-38 
TM 39 CERC-38 Stability Z-12 Studies MR 77-7 CERC-11 
TM 14 CERC-37 Surveys CETA 81-11 CERC-3 Trafficability HP M-74-5 M-12 Widening TR H-73-8 H-59 
Beale Air Force Base MP S-73-18 S-41 Beam CR 1-106 11-47 CTIAC-59 C-44 MP N-68-3 W-7 MP N-71-2 W-8 TM 6-412/3 C-29 TM 6-412/4 C-29 TR 6-570/5 C-33 
TR 6-570/6 C-33 
TR 1-701 W-31 Arches TR N-69-1 W-33 Dynamic Loads MP 2-344 W-2 Investigation TR 6-570/4 C-33 Reinforced TR 6-818/1 C-36 Tests MP 6-613/1 C-9 Under Static and Dynamic 
Loading 	MP 1-874 11-5 
Bearing Capacity TR M-70-1 M-26 Foundations CR 3-115 S-107 Soils CR 3-38 S-107 TR 3-599 S-78 
Beaulieu, Hampshire, England TM 3-343/107 S-70 
Beaver Dam 	MP 3-499 S-16 
Beckman Model 930 Air Comparison Pycnometer MP 3-478/8 S-15 Bed Form MP 1-74 CERC-8 TM 28 CERC-27 Friction R 79-13 CERC-21 
9-INDEX 
Ter_m________________ 
~-------
Berlin Load R 82-5 CERC-23 Dam TM 193-1 H-34 R 82-6 CERC-21 Germany 3-341/28 S-67 
R 81-1 CERC-23 	Berms TM 101-1 S-56 Berrien County, Michigan MR 80-2 CERC-12 Bed (Cont) 
Material 	TM 112-1 H-31 
4-4 	Bessie Cutoff TR 2-692 H-49
Movement in a Forked Flume TM H-30 
Samples from Cottonwood Bar TM 17-1 S-55 Beulah-Lake Vermillion Levee 

53-1 S-55
Material 	TM 2 CERC-26 Unit TM 
Bibliography 	PSTIAC-2 M-34
Mississippi River R 300-1 P-5 
TM 62-2 S-55 Abstracts TR 3-436 S-74 Pavements PSTIAC-5 M-34 17 Terrain PSTIAC-4 M-34
Movement 	p H-26 
H-13 	Vehicle Mobility PSTIAC-3 M-34
Roughness 	MP H-73-2 
Aquatic and Marsh Plants 	CR D-74-9/II E-24
Beech 
H-73-14 H-60 Beach Erosion Board 	CERC-1
Fork Lake 	TR 
MP 1-68 CERC-7
River Dam MP 3-532 S-17 Bellefontaine Air Force Station 
MP 4-694 S-20 Biological Effects of Belleville Locks and Dam TR 2-687 H-48 
Constructing Coastal TR 2-738 H-51 Structures MR 81-2 CERC-14 Breakwaters MR 79-1 CERC-12
Belt Conveyors 
TR C-74-4 C-38 Coastal Loader t1P M-76-2 M-13 Ecology MR 78-2 CERC-11 
MR 80-5 CERC-13
Belton Dam TM 2-363 H-39 
Engineering Research Center CERC-1

Beltzville Dam 	TR H-69-18 H-56 
1-68 CERC-7
TR H-75-10 H-62 MP 
TR H-77-14 H-67 Colonial Nesting Waterbirds t1P D-78-5 E-4 
Ben-Weld No. 11 Reinforcing Desert Areas of the United 
Steel MP N-73-5 W-9 States CR S-116 

TM 2-269 H-37 Explosive Excavation TR E-72-32 W-38
Benbrook Dam 
TR 3-1152 S-74 Fiber-Reinforced Cement and CTIAC-21 C-41
Benghazi, Libva TM 3-343/82 S-69 Concrete 
TM 3-343/83 S-69 CTIAC-25 C-41 
CTIAC-39 C-42

Benina Airport TM 3-341/83 S-69 
Benito, Libya TM 3-343/80 S-69 CTIAC-43 C-43 
CTIAC-48 C-43

Benthic Assemblages TR D-77-6/C E-6 MP C-76-6 C-23 TR D-77-30/C E-11 Groins MP 1-72 CERC-3 TR D-77-42/A E-12 Mexican Desert CR S-116 Community MR 80-1/II CERC-12 Mobility and Environmental MR 82-3 CERC-13 Systems Laboratory PSTIAC-2 M-34 TR D-77 -23/C E-8 Nearshore Environment MP 5-75 CERC-8 TR D-77-24/G E-10 Patents MR 79-6 CERC-12 TR D-77-45 E-13 Remote Sensing MP 2-73 CERC-8 Fauna t1R 76-10 CERC-10 Salinity and Salinity Changes MR 82-1 CERC-13 on Life CR H-73-2 H-73 MR 82-2 CERC-13 Seagrasses MR 80-7 CERC-13 Infaunal Communities TR D-77-27 E-10 Tidal Macrofauna TR D-77-24/F E-10 Hydraulics R 2 Z-9 
GITI CERC-5
Organisms MP Y-76-3 E-30 Inlets 4 Benthos TP 76-15 CERC-30 Tsunamis TM 30 CERC-38 TR D-77-34 E-11 Wave-Current Interaction MR 83-7 CERC-15 TR D-78-35 E-11 Bicycle Army Airfield MP 4-924 S-25 TR D-78-42 E-18 Big Lake Conway TR A-78-2/ Bend Dam TR 2-605 H-46 
1/III M-49 TR H-77-8 H-66 TR A-78-2/ Black Test Site MP S-72-13 S-37 2/II M-50 Creek, La. MP S-78-2 S-52 Bentonite B s-1 H-69-13
10 TR H-55 
TM 135-1 S-56 Lake Reservation in Arkansas TM 52-1 S-55 
Grout B 12 S-1 Muddy River TR H-75-2 H-61 
Sands B 1/1-9 S-1 Papa MP 6-973 C-15 
Bentl<aters, Suffolk, England TM 3-343/99 S-70 Biggs Army Airfield MP S-73-10 S-40 
Bentzel Velocity Tube TM 71-1 MS-10 Binh Hung, South Vietnam MP 4-549 M-4 
Berea II Airfield TM 3-343/82 s-69 Bioassay MP D-76-6 E-3 
Bergamo, Italy TM 3-343/46 s-68 MP D-78-6 E-4 
Bergstrom MP C-70-4 C-17 TR D-78-23 E-16 
Air Force Base MP 4-315 S-12 Biological 
Berkeley Pneumatic Tamper MP 3-478/12 S-16 Agents for Control of 
Aquatic Plants MP A-77-2 M-47 

10-INDEX 
Term--------------Term Report No. 
Biological (Cont) Blakeley
Assessment TR D-77-3 E-6 
Island Disposal Area MP M-77-5 M-15TR D-78-50 E-19 Mountain Dam 
TM 2-347 H-39Community CR D-75-3 E-26 TM 3-279/1 s-63Control TM 3-279/2 s-63Aquati" Weeds with Plant TR 3-439 S-74
Pathogens CR A-76-2 M-52 
Mosquitoes TR D-78-48 E-19 Blankets 

MP H-69-7 H-11
Water Hya~inth TR 
M-48 Blast 
Impant of Discharging Fill Attenuation MP 6-840 C-13Material TR D-77-29 E-10 Water MP 4-903 S-24Sy3tems 
TR Y-77-4 E-33 Controlling Platform CR 3-123 S-116Biomass Dynamics TR D-77-28 E-10 
CR 3-166 S-106Biota TR D-77-20/C E-8 Deflector MP 4-391 S-14 
TR D-78-15/C E-15 Field Tests TR D-78-15/D E-15 Corporal Missile MP 4-392 S-14Biphenyls TR D-77-24/E E-10 Honest John Rocket MP 4-430 S-14Birch Dam CR S-76-2 S-101 Door Tests MP N-76-13 W-12
Birds TR D-78-9 E-14 Effects TM 2-372/2 S-72TR D-78-17 E-15 TM 3-394 S-72Point New-Madrid Floodway MBM 31-1 
H-23 Snow Tunnel, Camp Century MP 2-378 W-2MBM 31-6 H-23 Tar and Tar-Rubber Pavements TM 3-377 S-72MBM 31-7 H-24 Ejecta Effects TM 70-4 
W-24 
p c H-26 Furnace Slag Cements MP 6-198 C-4TM 2-300 H-38 Induced Structural Vibrations MP N-77-6 W-13Bitburg 
Load MP 1-668 W-3I Air Base TM 3-343/23 S-67 TR 1-807 \·1-33
II Air Base TM '3-343/24 S-67 Deeply Buried ProtectiveBituminous 
Structures MP 6-807 C-13Cold Mixes TM 3-362 S-72 Generator CR 2-44 W-43
Concrete CR 4-102 s-115 CR 2-54 W-43MP 4-210 S-9 CR 1-90 W-45Pavements MP S-76-10 S-49 CR 1-113 W-43 TR S-75-10 S-92 CR 1-121 W-46Paving Mix MP 4-57 S-5 CR 1-128 \'i-43Mix MP 4-216 S-10 MP 2-426 W-2Mixtures MP IJ-301 S-11 MP 1-877 >1-5Pavement 
Z-7 
MP N-69-1 vl-7 
IR S-77-2 S-3 
TR 1-707 \·1-32 
MP 4-121 S-7 TR 1-723 \'i-32 MP 4-225 S-10 
TR S-68-.4 S-85 MP 4-294 S-11 Operational Controller TM 3-246 S-61 Systems 
CR 2-69 W-43Durability MP 4-45 S-5 Tests Using M-9 
Propellant MP 1-913 \-1-5Mix Design MP 4-162 S-8 Loaded Structures MP 1-825 W-5Samples MP 4-170 S-8 Loading 
TR WT-1420 v/-30Paving Oriented Problems MP S-68-17 S-27Lajes Air Force Base MP 4-179 S-8 Panels MP 4-784 S-21
Mix MP S-5
'l-38 Phenomena from Explosions MP 1-814 W-5MP 4-46 S-5 Pressure MP 4-118 S-7 Measurements in Snow MP 2-274 W-2Mixtures TR 3-595 S-78 Walls MP 6-856 C-14
Stabilized Pavement Layers MP S-73-4 S-40 Protective Structures MP 1-631 W-3Surfaces for Use 
in MESL Resistant Reinforced Concrete 
Construe ti on MP S-76-14 S-49 Slabs TR N-72-10 

W-37
Surfani.ng 
TM 211-1 S-58 Response of Underground TM 211-2 Structures CR N-70-1 W-44 thru Tests MP S-69-36 S-30 
211-5A S-59 Valves MP 1-790 W-4Treatment MP 3-122/4 S-7 Blasting 
TR E-74-1 W-39Black 
Agents TR 28 W-29Butte Dam TR 2-551 H-44 Guide 
IR S-72-2 S-3
River MP 3-546 S-17 Loess and Clay CR 2-39 W-43 TR 3-741 s-84 Vibrations at Bankhead Lock TR S-76-6 S-93Blackbush Airport TM 3-343/110 S-70 Blended Cements C-69-6
TR C-37Blackstone 
Blends of Portland and Natural
Army Airfield TR 3-466/1 S-75 Cements 

TM C-27
River Flood-Control Project TR 2-468 H-42 Blair Lake, Alaska TM 66-7 W-21 
11-INDEX 
Ter.;m~--------------------
~----·-----------
Block Botanical Analysis MP S-71-17/5 S-35 Monitoring TR D-78-25/B E-16 Revetment R 78-5 CERC-20 Soil TR D-73-15/D E-15 
TM 20-2 H-30 	Resources TR D-77-38/E E-12 
Blue Botany TR D-77-23/D E-8 Clay CR 3-101/15 S-113 Bottom Crabs CR A-77-2 M-52 Friction TM 31 CERC-38 
Bluestone Dam 	TM 2-227 H-35 Materials TR 1-704 1~-31 TM 2-243 H-36 Roughness TM 95 CERC-42 TM 220-1 H-35 Sediment TM 75 CERC-40 
TM 104 CERC-42 Blyton, Lincolnshire, England TM 3-343/109 S-70 TM 105 CERC-42 Boat Sedimentation TR D-77-6/A E-6 
Basin 	MP H-75-8 H-15 TR D-77-30/A E-10 
Moored in Standing Waves CR H-68-2 H-70 TR D-77 -42/ B E-13 Boca Raton Airfield TM 3-344/3 S-71 Slopes TM 122 CERC-43 Body Motions MP 4-893 M-7 Topography MP D-74-13 E-2 Boeing Boulders TP 76-19 CERC-31 
GM Wheels MP M-71-3 M-10 Boundary TR M-70-15 M-27 Condition MP 5-905 MS-5 LRV Wheels TR M-71-10 M-28 TR S-71-4/2 S-87 
Boeuf Development MP H-68-2 H-10 River TR H-69-13 H-55 Effects MP H-68-5 H-10 -Tensas Basin TR 3-757 S-84 MP H-70-6 H-12 
Bogue Bank, North Carolina 	MR 83-3 CERC-15 Fitted Coordinate Systems MP H-73-9 H-19 
Boliver Peninsula TR D-73-15 E-15 Layer MP 2-587 H-8 Bolling Air Force Base MP 4-3/6 S-4 R 21-73 CERC-18 Bolts TR S-76-14 S-93 Bow Wavt Problems MP S-77-1 S-50 Bomb Z-18 Boynton Device CR 3-26/7 S-110 
MP N-71-5 1~-8 BPAS TR 82-1 CERC-34 Blast on Trees TR M-69-3/1 M-25 Brady, Texas TM 2-270 H-37 Crater Repair MP 4-526 S-17 Braking Damage Repair TR C-78-2/1 C-39 Drag Force and Shrinkage Z-7 Damaged Runways CR C-71-1 C-46 Tests on Nonsl<id Materials TR S-68-3 S-85 
TR C-75-2 C-38 	Branched Oak Dam TR H-72-1 H-57 
Penetration Study, Hill AFB MP 3-904 S-24 Brandon Road Bonding Compounds MP C-75-10 C-23 Dam, Illinois Waterway MP C-78-4 C-25 Bonnet Carre Floodway TM 0-2 H-30 Lock and Dam, Illinois 
TM 0-4 MS-10 Waterway MP C-78-18 C-26 Bordeaux-Merignac Air Base TM 3-343/22 S-67 Breached Dams MP 2-374 1'1-2 Bore Generator RR 2-5 H-27 Breaker R 3-68 CERC-16 Borehole TM 49 CERC-39 R 4-70 CERC-16 
Camera TM 68-12 W-23 Height R 3-73 CERC-17 Geophysical Methods MP S-77-18 S-51 R 8-73 CERC-18 Plugging Program MP C-78-1 C-25 Zone TM 79 CERC-41 Pressuremeter Loadings TR S-78-12 S-95 Breaking Wave MR 76-8 CERC-10 Television Examination MP 3-985 S-26 TM 40 CERC-39 
Boreno; Canal Zone Analogs VII CR 3-30/VII M-43 TM 57 CERC-29 BORHOL TM 68-12 W-23 TM 59 CERC-40 Boring TR H-63-3 H-53 
93 UES MP S-72-17 S-37 Forces on Piles TM 106 CERC-42 Logs MP S-48 Pressures RR H-68-1 H-27 Borrow BREAKUP TM 66-7 W-21 
Area 	MR 80-1 CERC-12 Breakwater CDM 76-1 CERC-2 MR 82-1 CERC-13 CETA 79-4 CERC-2 TM 11 CERC-26 CETA 79-6 CERC-2 TM 20 CERC-27 CETA 80-7 CERC-3 TM 127 CERC-43 CETA 30-8 CERC-3 
Material R 13-74 CERC-19 CR 2-104 H-72 TM 60 CERC-29 CR 2-109 H-72 Pits TM 0-2 H-30 CR 2-117 H-72 
TR D-77-5 E-6 MP 4-75 CERC-8 Soils MP 3-532 S-17 MP 2-224 H-5 
Boston MP 2-276 H-5 Bar TM 159-1 H-32 MP 2-296 H-6 Blue Clay CR 3-101/15 S-113 MP 2-372 H-6 
MP H-71-8 H-12 MP H-76-10 H-16 MR 76-5 CERC-10 
12-INDEX 
Term _Ree_ort No. Page Term _Report No. .~ 

Breakwater  (Cont)  MR  77-4  CERC-10  Bridge  
MR  79-1  CERC-12  Decks  CTIAC-2  C-40  
MR  82-4  CERC-13  MP  C-73-2  C-21  
MR  82-5  CERC-14  Fort  Riley  MP  C-77-1  C-24  
R  2-66  CERC-16  Piers  TR  N-69-5  W-34  
R  78-8  CERC-20  TR  N-76-10  W-41  
R  79-6  CERC-21  Response to Explosion 
R  31-10  CERC-22  Produced \iater Plumes  TR  N-72-4  W-37  
R  83-12  CERC-23  Tests  MP  N-75-1  \o/-10  
RR  2-2  H-27  Wax  Lake  Outlet  TM  145-1  S-57  
RR  2-10  H-27  Brinell  Sandwich Passive  Soil  
RR  2-11  H-27  Stress Gage  Z-15  
RR  H-69-2  H-27  Brize Norton, Oxford,  England  TM 3-343/91  S-69  
TM  H-33  Bronze-Brazed Joints  MP N-72-7  W-9  
TM  H-34  Broward  County,  Florida  MR  80-1  CERC-12  
TM  1  CERC-37  MR  82-1  CERC-13  
TM  16  CERC-37  TM  41  CERC-28  
TM  57  CERC-29  Brown  Shrimp Penaeus Aztecus  
TM  2-365  H-40  Ives  CR  H-77-1  H-71  
TP  76-4  CERC-30  Brown's Ferry Nuclear  Plant  MP  4-970  S-26  
TP  76-8  CERC-30  Brucite Formation  MP  6-867  C-14  
TP  76-17  CERC-30  Brunswick Harbor  RR  H-75-3/3  H-29  
TP  78-3  CERC-32  TR  H-72-5  H-58  
TP  81-1  CERC-33  Bubble Screen  TR  2-564  \o/-30  
TP  82-4  CERC-33  Phenomena  CR  2-49  W-44  
TR  80-1  CERC-34  Underwater Shock  MP  2-553  \'i-3  
TR  2-523  H-44  Water Shock  MP  2-285  W-2  
TR H-68-2  H-53  Bucana  River,  Puerto  Rico  TR  H-78-3  H-68  
TR H-63-3  H-53  Buckboard  MP  6-425  C-7  
Alameda  Naval  Air  Station  MP 5-63  MS-4  Mesa  MP  4-666  S-19  
TM  2-242  H-36  MP  3-703  S-20  
Burns Waterway Harbor  TR  2-766  H-52  MP  3-783  S-21  
Construction,  Tsoying  Harbor  TR  2-640  H-47  PNE  5001P  W-17  
Crescent  City  MP  2-171  H-5  TM  65-4  \o/-20  
Harbor  TM  2-413  H-41  Bucket  
Dana  Point Harbor  TR  2-725  H-50  Center Hill Dam  TM  202-1  H-34  
Design, Hamlin Beach Harbor East Beaver Bay Harbor  TM TM  H-73-13 2-295  H-59 H-37  Stewarts Ferry Dam Type Energy Dissipater  TM 2-239  H-36  
TM  2-295/1  H-37  Buggs  Island  Dam  TM  2-281  H-37  
Half Moon Jetties  Bay  Harbor  TR MP  2-668 2-453  H-48 H-7  Clark Hi 11 Dam Buckling of Landing Mats  TM 2-229 MP S-77...,1  H-35 S-50  
Lahaina Harbor  MP  H-76-8  H-16  Buckshot  
Lorain Harbor  TR  2-628  H-46  Borrow Pits of the Wilman  
Honterey Harbor  MP  H-69-11  H-11  New  Levee  TM  3-4  S-55  
Nassau Harbor  MP  2-799  H-9  Clay  CR  3-145/3  S-100  
TR  2-697  H-49  MP S-70-8/2  S-32  
New  Buffalo Harbor  TR  2-761  H-52  Buffalo Harbor  MP  6-695  C-11  
Noyo  Harbor  MP 2-341 TR 2-799  H-9 H-53  Buford  Dam  TR 2-536 TM 2-350  H-44 H-39  
Oak  Harbor  TR H-71-3  H-57  Buggs  Island  Dam  TM  2-281  H-37  
Oswego Harbor Port \lashi~gton Harbor  TM TM  2-291 2-334  H-37 H-38  BUGGY  TR 3-464 MP S-69-42  S-75 S-31  
Repair  MP  H-78-11  H-19  PNE  322  W-14  
Kahului.  Harbor  TR  2-644  H-47  Bulk  
Morro  Bay Harbor  TR  2-567  H-45  Densities and Water  Contents  MP  S-77-18  S-51  
Nawiliwili  Harbor  MP 2-377  H-6  Explosive  MP  N-76-9  W-12  
Roosevelt  Roads  Naval  Base  TM  207-1  H-34  MP  N-77-5  W-13  
Small-Boat  Basin  No.  2,  Juneau  MP 2-648  H-8  Impregnated Specific Gravity  MP  4-152  S-8  
Stability East Beaver Bay Imperial Beach Models  Harbor  B TM TR MP  31 2-296 H-77-22 H-75-4  H-2 H-37 H-67 H-14  Bulkhead Prototype Closure Tests Bulking Factors  MP H-73-8 TM 66-19 TM 70-1 TM 70-13  H-14 W-22 \o/-24 \'i-25  
MP  H-75-5  H-15  Bull  Shoals Dam  MP  2-77  H-4  
Superior Entrv, DuluthSuperior Harbor Taconite Harbor (Two Islands) Vermilion Harbor  TR 2-616 TM 2-405 TR H-70-5  H-46 H-41 H-56  TM TM TM TR  6-222 2-234 2-488  C-27 C-27 H-35 H-43  
Brick-Veneer  Bulldozer  Blades  MP M-74-3  M-12  
Buildings  TR C-78-3  C-39  
vlall s  MP C-78-16  C-26  

13-INDEX  
Term----------------------- Term--------------------------- 
Bumps and  Grinds:  Study in  C-5A  (Cont)  
Body Bunker  Motion  MP CR  4-893 N-77-1  M-7 W-48  Landings Operations  on  Landing  Mat  CR  S-75-3  S-118  
TR  N-71-4  1'1-8  Test Facility  MP  S-72-10  S-36  
TR  N-71-8  l'i-36  C-12A  Aircraft  MP  M-76-18  M-14  
Buried  C-110  Ramp Kit  MP  4-679  S-19  
Arch  c-noE Aircraft  MP  4-712  S-20  
Blast  C-141A Flight Test  MP  S-69-50  S-31  
Loading  TR  N-71-9  vl-36  Cabriolet  
Loads  MP  1-688  \-1-3  Crater  PNE  957  W-16  
TR  1-807  W-13  Pahute Mesa  MP  S-68-24  S-28  
Dynamic Loading  TR  1-660  H-31  PNE  966  W-16  
Box  Structures  TR  S-78-5  S-95  Caddoa  Dam  TM  166-1  H-11  
Concrete  Cadmium  in  Sediments  MP  D-76-18  E-3  
Arch  TR  1-797  W-33  CADSE  Z-6  
Structure  MP  1-963  1-1-6  Caimpino Airport  TM  3-341/37  S-67  
Structures  MP  1-593  W-3  Cairns Army  Airfield  TR  3-466/13  S-75  
Cylinders  CR  1-93  H-47  Cairo,  Illinois  TR  H-77-3  H-66  
TR  1-720  H-32  Cai.sson  Breakwaters  TH  H-34  
TR  N-72-7/1  H-37  Calcareous Soils in French  
Dynami" Loading  CR  1-95  1'1-47  Morocco  TM 1-341/48  S-68  
Static  Calcasieu  
and  Dynamic Loadings  TR  1-682  W-31  River  TM  2-310  H-38  
Loading  CR  1-147  1-1-48  Saltwater  Barrier  HP  H-71-4  H-12  
Explosions  TR  S-78-3  S-95  Calci.ned  Shale  Pozzolan  MP  6-510  C-8  
Field  Shelter  CR  1-110  1-1-46  Calcium  
Flat  Plate  MP  N-68-4  1'1-7  Acrylate  MP  3-122/2  S-7  
Hardened  Structure  MP  N-77-8  11-13  TR  1-455/1  S-74  
Model  Cylinders  TR  N-78-8  \f-1•2  Aluminates  MP  C-71-3  C-18  
TR  N-78-9  1'1-42  Sulfates  MP  6-1131  C-7  
Prototype  Communications  MP  C-76-5  C-23  
Conduit  TR  1-750  W-32  Calibration  
Shelters  CR  2-55  li-46  Cratering Series  TR  N-70-4  l'i-35  
CR  2-67  W-46  Data  Reduction  RR  H-71-2/I  
Structure  CR  1-111  \-1-47  /1  H-28  
CR  3-168  S-108  Tests  TR  H-69-12  
TR  N-78-7  \-1-42  /1/A  H-55  
Burlington  Island  Back  Channel  TM  2-337/3  H-38  TR  H-69-12  
Burns Waterway Harbor  TR  2-766  H-52  /2/B  H-55  
Burnsville  Dam  TR  H-75-5  H-62  Tetra Tech Dredging  Material 
Burst  MP  S-76-17  S-49  Disposal  Models  TR  D-78-47  E-19  
Position  MP  N-75-3  \-1-11  California  
Burtonwood,  Lancashire,  Bearing  Ratio  
England  TM  3-343/100  S-70  Apparatus  IR  S-2  
Bushmaster  MP  M-75-4  ~1-13  Test  TM  S-58  
Bushy Park Water Supply Tests  MP  H-76-5  H-16  TM  213-1  S-60  
Butler  Coast  TM  14  CERC-26  
AM1  Landing Mat  MP  4-787  S-22  Extractor  MP  4-294  S-1 1  
AM2  Landing  Mat  MP  4-789  S-22  Californium-252  MP  S-76-18  S-49  
Butoxyethanol  Ester of 2,4-D  TR  M-48  Radiation Facility at WES  MP  S-75-26  S-48  
Butterfly Valves for  Pearl  Calion  Lock and  Dam  MP  6-738  C-12  
River  Locks  TM  2-113  H-38  MP  3-775  S-21  
Buttermilk Sound  Marsh  Calumet  
Development Site  TR  D-78-26  E-16  Floodgates  MP  3-37  S-5  
Butts Army  Airfield  MP  S-72-26  S-17  River  Lock  TR  2-497  H-43  
MP  S-76-22  S-50  Camera  TM  68-12  vl-23  
TR  3-466/18  S-76  Cameri  Air  Base  Site  MP  4-71  S-6  
B\'i-1  Airfield, llarsarssauk,  Camouflage  MP  M-75-6  M-13  
Greenland  TM  3-343/5  S-66  MP  M-76-1  M-13  
B\-1-8  Airfield,  Sondre  MP  M-76-21  M-15  
Stromfjord,  Greenland  TM  3-343/4  S-66  Camp  
A.  P.  Hill  MP  4-505  M-4  
Gagetown  TR M-70-3  M-26  
McCoy  CR  4-103  r~-37  
C-5A  Stewart  MP  4-101  M-2  
Aircraft  MP  S-71-27  S-36  Campbell  
MP MP  S-73-6 S-73-27  S-40 s-41  Air Force Base Army Airfield  TM MP  3-344/1 S-72-19  S-71 S-37  
MP  S-77-1  S-50  

14-INDEX 
~.!'! 
~---------------
CAMPHOR MP C-72-8 C-20 Catalog Card Reproduction MP 5-163 MS-4 Canacadea Creek MP 2-413 H-7 Catapult Study TR H-77-8 H-66 TM 170-1 H-31 Catfish Point Control Structure TH 3-249 S-61 Can ad 1an HE Test Program Cathodic Protection Z-14 1959 MP 2-424 W-2 Cationic Admixtures in Concrete MP 6-471 C-7 1961 MP 2-529 W-3 Cattahoochee River TR H-78-10 H-68 HP 1-631 W-3 Cattaraugus Creek Harbor TR H-75-18 ll-63 Canal TB 16 Z-10 Cavernous Areas, Patoka Dam MP S-78-1 S-52 TR H-78-13 H-68 Cavitation MP 2-485 H-7 Density Currents MP H-69-6 H-11 Baffle Piers MP 2-154 H-4 Lining B 11 S-1 Erosion-Resistant Materials TR C-76-2 C-38 Lo"ks CR 2-1/2 H-73 Cavity MP S-51 Surge Study, TennesseeMP S-73-40 S-42 Tombigbee Waterway TR H-78-9 H-68 Behavior CR 1-1"35 W-46 Zone Analogs CR 3-'30 M-43 Construction TM 71-2 W-25 Candid ate Cavuga Inlet TR 2-709 H-48 Reservoir TR M-72-3 M-29 Gazes Airport TM 3-343/9 S-66 Zero Maintenance Paving CBR Materials MP C-77-14 C-25 Criteria TR 3-495 S-76 Canisteo River TM 170-1 H-33 Curves MP 4-16 S-4 Canister Placement Conditions TR N-77-5 W-41 Design MP 4-252 S-10 Cannelton Criteria MP 4-243 S-10 Lock and Dam MP C-71-4 C-18 Curve IR 4 S-2 TR 2-'71 0 H-49 IR S-77-1 S-3 TR H-75-6 H-62 AM 1 Landing Mat MP 4-599 S-18 Main Lor.k TR 2-713 H-49 MP 4-655 S-19 Pool MP H-77-7 H-18 Harvey Aluminum Landing CANNIKIN t1P C-75-1 C-22 Mat MP 4-615 S-19 Canopy Closure MP M-68-3 M-8 Landing Mats t1P 4-29 S-4 Canton Dam TM 190-1 H-33 M9MZ Landing Mat MP 4-501 S-16 Canyon TM 67-14 W-22 Runways MP 4-817 S-22 Cap Relations TR 3-1141 S-74 and Base CR S-77-1 S-102 Cedar City Re.>trai.nts CR 3-159 S-100 Tonalite MP C-69-9 C-16 Model CR S-77-2 S-115 Utah MP S-70-22 S-33 Cape Cedars Lock and Dam, Lower Fox Cod, Massa~husetts TP 80-5 CERC-32 River CTIAC-52 C-44 Fear MR 77-11 CERC-11 Cellular TP 79-'l CERC-32 Block-Lined Grade Control River MP 2-649 H-8 Structure MP H-73-7 H-14 Basin TR H-69-14 H-55 Caisson Breakwaters TM H-34 Girardeau Floodwall MP 6-184 C-4 Concrete MP C-72-1 C-19 Kennedy MP 6-760 C-12 MP C-72-8 C-20 MP 4-878 S-23 MP C-74-8 C-22 Keraudren Port Development TM 68-16 \·1-24 MP C-74-8/2 C-22 May, New Jersey MR 80-4 CERC-12 MP S-73-32 S-42 Capodir.hino Airfield TM 3-343/18 S-67 Backpacking Haterial TR 6-763/2 C-35 Carbonate Rock MP 6-682 C-11 Blocks RR 2 Z-5 MP C-69-15 C-17 Fragmentation Acceptors MP 6-973 C-15 TR C-75-3 C-38 Cement Handbook C-1 Cargo MP 6-236/A C-5 Carriers MP M-78-10 M-16 TR 6-691 C-34 Truck MP M-77-4 M-15 Aggregate Reaction MP 6-169 c-4 MP M-78-9 M-16 Anhydrite MP 6-209 C-4 Caribbean Area HP 4-232 S-10 Cold Weather Carlson Concreting MP C-75-11 C-23 Strain Meters MP C-72-3 C-19 Construction t1P C-76-11 C-24 Stress Meter TR 6-454 C-31 and Concrete CTIAC-21 C-41 Carlyle CTIAC-25 C-41 Dam MP 6-281/A C-5 CTIAC-39 C-42 TR 2-568 H-45 CTIAC-43 C-43 Reservoir MP 6-281 C-5 CTIAC-48 C-43 MP 6-538 C-8 MP C-76-6 C-23 Spill way MP 6-802 C-13 Durability TM C-27 Carnaby, Yorkshire, England TM 3-343/114 S-70 TR C-72-2 C-37 Carswell Air Force Base MP S-73-'39 S-42 Fly Ash Pastes MP C-78-11 C-26 Casablanca, French Morocco TM 3-343/9 S-66 Lime MP 4-728 S-21 Cast-Iron Collector Pipe MP 6-318 C-6 Pastes CTIAC-4 C-40 Castle MP C-72-5 C-19 Air Force Base MP S-73-19 S-41 Study Area MP C-69-16 C-17 
15-INDEX 
~e___ _
Term 
Cement (Cant) Channel (Cant) Performance in Concrete TR 6-787 C-35 Improvement (Cant) Production and Specifications CTIAC-29 C-41 Fire Island Inlet TR H-69-16 H-55 MP C-78-2 C-25 Gastineau Channel TR H-72-9 H-58 Replacement Materials MP 6-123 C-2 Grand Tower Reach TM 114-1 H-31 Requirements for Soil Cement MP S-68-25 S-28 Ludington Harbor TR H-75-14 H-63 Soil-Stabilizing Material TR 3-455/3 S-74 Mississippi River TM 89-1 H-30 Stabilized TM 89-2 H-30 Pavements CR 3-145/4 S-100 Outer Bar, Lake of Maracaibo TM 106-1 H-31 Soil MP S-77-14 S-51 Savannah River TM 57-1 H-30 Layers CR 3-145/5 S-100 TM 57-2 H-30 Treated Silty Clay CR 3-145/1 S-100 Swiftsure Towhead TM 110-1 H-31 CR 3-145/3 S-100 Islands Harbor, California TR 82-4 CERC-35 Cementitious Material MP 6-452 C-7 Junction MP H-69-4 H-11 TM 6-335 C-28 R 2-100 Z-13 CENSE Maintenance Z-11 Explosion Test Program TR N-77-6 W-41 Meander Model R 16-1 P-4 1, Explosions in Sandstone TR N-77-6/1 W-41 Realignment Near St. Joseph MBM 52-1 H-24 2, Explosions in Soil TR N-77-6/2 W-41 Relocation TR 2-735/2/4 H-51 Center Hill Dam MP S-711-5 S-44 Roughness TR H-78-13 H-68 TM 202-1 H-34 Schemes on Tides, Currents, Centerville MP 3-2 S-4 and Shoaling MP H-78-6/2 H-19 Central Core Dam RR S-72-1 S-54 Sediments TR D-77-23/ Centrifuge FII E-9 Installations and Modeling MP S-51 Stabilization TR 1 Z-7 Model Testing of Soils MP S-76-9 S-49 Mississippi River p 15 H-26 Ceramic TR 2 Z-13 Aggregate for Concrete MP 6-8 C-2 Publications TR 4 Z-8 Coatrd Aluminum Blast Panels MP 4-784 S-21 Transitions MP H-68-3 H-10 Cesium 37Irradiation MP M-69-3 M-8 Channelized Traffic TR 3-426 S-73 CH-47A Chinook Helicopter MP 4-766 11-6 TR 3-548 S-78 Chace Air Meter MP 6-189 C-4 Chanoine Wicket Dam B 1/3 H-1 Chagrin River TR H-70-11 H-56 Chanthaburi Area CR 1-156/F M-42 Chain of Rocks Charge Canal MP 2-275 H-5 Calibration TR 3 W-28 TM 2-403 H-41 Depth TR 1-64'7/4 \·/-30 TR H-78-7 H-68 Shape TR N-75-5 W-40 Dam MBM 81-2 H-24 Standoff Distances TR N-69-5 \-1-34 Low Water Dam No. 27 MP 6-405 C-6 Tests TM-71-6 W-25 Reach TM 104-1 H-31 Charleston Chambly Air Base TM 3-343/51 S-68 AFB MP 4-545 S-17 Channel Z-6 Harbor MP 2-299 H-6 R 1-109 Z-13 Z-11 MP 2-498 H-7 Z-12 MP H-68-5 H-10 MP H-76-9 H-16 MP H-69-5 H-11 MP H-77-4 H-18 MP H-73-2 H-13 TR 2-444 H-42 TM 67-6 W-22 TR 2-713 H-50 TM 137-1 H-32 Naval Shipyard MP C-69-6 C-16 Closure Z-12 Charts for Design of Deep Conditions, Devil's Island Underground Structures MP N-77-3 W-12 Reach TR H-73-1 H-59 Chateauroux-Deols Air Base TM 3-343/50 S-68 Contour Maps TR M-74-5/II M-30 Chatham (Stage) Harbor Z-11 Currents, Naval Operating Chaumont Air Base TM 3-343/20 S-67 Base, Midway Islands TM 2-251 H-36 Cheatham Deepening Z-12 Lock TM 2-358 H-39 Depth TB 8 Z-10 Reservoir MBM 23-3 H-23 Development in the TM 2-381 H-40 Atchafalaya Basin MBM 81-5 H-25 Chelveston, Northamptonshire, Expansions at Culvert Outlets TR H-74-9 H-61 England TM 3-343/117 S-71 Improvement B 2/3 H-1 Chemical TM 6-419/1 C-29 TM 107-1 H-31 Admixture MP 6-123/3 C-2 TR 2-765 H-52 Concrete MP 6-803 C-13 TR H-72-2/6 H-58 TM 6-390 C-29 Barnegat Inlet TR H-74-1 H-60 Agent for Soil Stabilization MP S-70-11 S-32 Boston Bar TM 159-1 H-32 Analysis of Portland Cement MP 6-111 C-2 Canacadea Creek MP 2-413 H-7 Coagulation TR D-77-39 E-12 Chain of Rocks Reach TM 104-1 H-31 Constituents CR D-76-1 E-24 Contra Costa County TR H-78-14 H-68 CR D-76-7 E-25 Dogtooth Bend TM 109-1 H-31 TR D-76-7 E-5 Farm Creek TM 2-355 H-39 Control of Mosquitoes TR D-78-48 E-19 Data CTIAC-31 C-42 MP C-78-7 C-26 
16-INDEX 
Term 	Term 
Chemical (Cont) 	Classification (Cont) 
Explosive 	TM 70-5 W-24 of Dredged Material TR D-77-18 E-7 TM 70-6 W-24 Indexes of Clay Shales TR S-71-6/2 S-87 TM 71-29 W-26 Terrain MP 4-444 M-3 
Cratering 	PNE 300P W-14 Classifying Terrain by 
Ex"avation TM 70-3 W-24 Spectral Characteristics TR M-77-2/2 M-32 Extraction of Heavy Metals TR D-78-6 E-14 Clay CR 2-39 W-43 Films MP 5-475 MS-5 ,CR 3-3 S-106 Flux Characteristics of a CR 3-4 S-109 
Dredged Material Marsh TR D-77-23/ CR 3-26/16 S-110 F/II E-9 CR 3-26/23 S-111 Impact of Discharging Fill CR 3-42 S-106 
!1aterial TR D-77-29 E-10 CR 3-89 S-100 Reactivity TM 6-368 C-28 CR 3-101 S-112 Stabilization of Selected and 
Tropi ~al Soi 1 s CR 3-63/4 S-111 S-113 Chena River Lakes Project TR 10 Z-8 CR 3-132 S-100 Chert Popouts, Wolf River CR 3-145/1 S-100 
Flood wall TR 6-581 C-33 CR 3-145/3 S-100 Chesapeake CR S-68-4 S-100 
Bay Z-12 CR S-70-5 S-106 MP 3-59 CERC-36 CR S-71-5 S-107 TM 38 CERC-28 CR S-72-3 S-114 TM 47 CERC-28 MP 3-428 S-14 
Radioactive Tracer Study MP H-76-1 H-15 	MP 3-832 S-22 
Delaware Canal 	MP H-74-10 H-14 MP 4-835 M-6 TM 93-1 H-30 MP M-70-8 M-9 TM 93-3 H-30 MP M-71-2 M-9 TR H-73-16 H-60 HP S-69-20 S-29 
Ch i.ang Mai Area CR 3-156/C M-41 MP S-73-57 s-43 Chicago Sanitary and Ship Canal TR 2-776 H-52 MP S-76-15 S-49 Chi'>kamauga Dam Powerhouse TR 6-637 C-34 TM 3-271/2 S-62 Chief Joseph Dam MP 2-266 H-5 TM 3-315 s-64 Chincoteague Inlet Z-12 TR 29 \'i-29 Chinese Inner Asia; Yuma TR 2-482 W-30 
Analogs No. 6 CR 3-11/6 M-42 TR 3-545 M-20 Chinook Helicopter MP 4-766 M-6 TR 3-565/1 M-20 Chlorinated Hydrocarbon TR 3-666/3 11-22 
Compounds TR D-77-23/E E-9 TR S-68-6/2 S-85 Chouteau Island MBM 81-1 H-24 TR S-75-15 S-92 Chrome-Lignin MP 3-122/1 S-7 Foundations CR S-76-6 S-1 01 
MP 3-145 S-8 Gravel MP 3-664 S-19 Chromium TR D-77-24/C E-9 TR S-68-6/1 S-85 Chukar Mesa Investigation MP 3-902 S-24 Lime Mixtures CTIAC-41 C-43 Chute Spillway Minerals B 14 S-1 
Cowanesque Darn TR H-76-12 H-64 Shoaling Problems TB 10 Z-10 Fort Randall Dam TR 2-716 H-50 Mixtures TR D-78-34 E-17 Riverine Fishery CR Y-74-4 E-35 Shale CR S-70-5 S-106 
Circular MP S-73-68 S-44 Arc Method MP K-73-2 MS-5 TR 29 W-29 Loads TM 3-323/3 S-65 TR S-70-9/3 S-87 Circulation TR S-71-6 S-87 Analysis MP H-73-3/ TR S-71-6/5 S-87 17-7 H-15 Foundations TR S-71-6/4 S-87 MP H-76-3/ Slopes MP S-71-22 S-35 
17-9 H-16 TR 15 \'i-28 Long Beach Harbor MP H-76-4 H-16 Panama Canal TR S-70-9 S-86 Tests TR H-75-4/5 H-62 Soil MP 4-765 M-6 
Civil Works MP S-69-24 S-30 Investigations MP 6-112 C-2 MP S-73-28 s-41 Program MS-12 TM /8 '<1-27 
Clam 13_a_ngia Gun_~~~ CR H-73-1 H-73 TR 3-783/F M-24 Clarence Cannon TR S-74-1 S-90 Dam MP C-73-5 C-21 Subsoils CR 3-74 S-107 TR H-77-8 H-66 Under Repetitive Loadings TR S-76-16 S-94 Reservoir MP 6-906 C-14 Clayey TR H-77-7 H-57 Sands TM 3-271/1 s-62 Clark Hill Dam TM 2-229 H-35 Sandy Gravel MP S-73-25/1 S-41 
Classifi~ation 
Cohesionless Soils 	MP S-77-21 S-52 
17-INDEX 
TermTerm 
Coastal (Cant) Silt CR 3-26/15 S-110 Structures (Cant) R 8'!-6 CERC-23Clayey (Cant) R 3'!-8 CERC-23
CR 3-63/6 S-112 CR 3-61/8 S-112 RR H-68-2 H-27 SR 10 CERC-25TM 3-323/1 S-65 
TM 66 CERC-40
Bottom 	TR 1-704/1 W-31 
TM 96 CERC-42
Clear Creek Drainage and 
80-1 	Survey Base Lines CETA 81-15 CERC-4
Levee District 	TM S-55 
TM 80-2 S-56 Waters H-73-1

CR H-73 TM 163-1 S-57 
CR H-Tl-2 H-71 TP 80-2 CERC-32
Clendening Lake Outlet Tunnels 	MP C-77-9 C-25 
Waves 	MR 76-11 CERC-10
Cleveland Dikes 	MP M-76-8 M-14 
TM 48 CERC-28
Climate 	CR 3-11 M-42 Zone 
CR 3-30 M-43 Management 	MP H-72-3 H-12 
TR 5-625/G M-21 Pollution Problems MP Y-72-2 E-29 Coated Membranes TR S-75-1 S-91Climatic 
M-42 Coatings 	MP 6-864 C-14
Analogs 	CR 3-27 
Dam 	TR 2-705 H-49
Effects on Airport Pavement 	CR S-76-12 S-104 Cochiti 
Clinton Dam TR H-73-6 H-59 Coding Ha:'ldbook CR 3-13 M-36 Cloud PNE 1110 W-17 
CR 3-36 M-40 Development Studies PNE 511 W-15 Cofferdam Diversion Studv, PNE 1108 W-16 Arkansas River MP 11-71-9 H-12 Dimensions for Cratering 
Cohesionless 
Explosions TM 66-8 

W-21 Material 	MP S-68-15 S-27 RR S-76-1 S-54
Formation 	PNE 503F W-14 S-75-5 S-104
Coagulation 	TR D-77-39 E-12 Soil CR TR D-78-54 E-19 
MP S-77-21 S-52 Coal MP M-76-2 M-13 
RR S-76-2/5 S-54 MP M-76-4 M-13 
TR S-75-16 S-92 Coarse 
Cohesive Soil 	CR 3-62 S-115 CR 3-148 S-109
Aggregate 	TR 6-819 C-36 MP 3-478/12 S-16Grained MP 3-676 S-19
Construction Materials TR S-79-7 S-85 Soil MP 4-477 M-4 MP 4-767 M-6 TM 3-240 M-17 
MP S-70-8 S-32 and MP S-74-20 S-45 M-18 
MP S-76-11 S-49 TR 3-652/6 M-21 TR M-70-14/3 M-27 TR 3-666/5 M-22 TR N-70-7 \i-36 TR 3-66617 M-22 
TR S-75-13 S-92 TR M-71-8 M-28 
Transl 69-5 S-97 
Coast Erosion TM 44 CERC-39 Cold 
Mixed Asphaltic Pavements MP 4-232 S-10

Coastal 
Changes MR CERC-13

81-2 Weather TP 76-16 CERC-30 Concreting CTIAC-36 C-42 MP C-75-11 C-23
Currents 	R 76-3 CERC-20 
Dredged Material Disposal Construction MP C-75-11 C-23 Areas MP D-75-13 E-2 
MP C-76-11 C-24 Dunes MP 1-62 CERC-36 Environments CTIAC-16 C-41 Engineering CETA 82-1 CERC-4 MP C-75-5 C-23 
CETA 82-4 CERC-4 Colewa Creek TR H-69-13 H-55 MP 2-73 CERC-8 Colombia MP 4-355/4 M-3 R 4-72 CERC-17 
MP 2-543 H-7 Research Center R 1-75 GERG-19 Colonial 
Terms MP 2-72 GERC-8 Bird 	TR D-78-10 E-14 
Features MR 76-2 CERC-10 TR D-78-14 E-15 Flooding for Louisiana MP H-78-5 H-19 Nesting Waterbirds MP D-78-5 E-4 
Imagery Data Bank t1P 3-72 	GERC-8 Seabirds TR D-78-1 E-13 CERC-2 TR D-78-7 E-13
Inlet CETA 77-1 
Marsh Plants TR D-77 -2 E-5 

Colorado River Z-12 Models TP 76-11 CERC-30 
TR 9 Z-8 MP H-78-8 H-19 Coloring Agents for Camouflage MP M-76-1 M-13Processes 
R 1-67 CERC-16 Columbia H-23
Profiles 	TR 76-1 CERC-34 Bottoms Levee MBM 31-3 
CERC-16 Dam 	MP 6-603 C-9
Regime 	R 3-70 TR 2-578 H-45
Revetment MR 76-7 CERC-10 Sediment Transport MR 81-6 CERC-13 Estuary Z-11 
Lock 	MP S-72-30 S-38
Structures 	MP H-74-2 H-14 
MR 83-10 CERC-15 

MP S-74-24 S-46 and Dam MP 3-503 S-16 MP 3-518 S-17 
18-INDEX 
Term Report No. Term Report No. 
Colombia ( Cont) Compressive ( Cont) Lock (Cont) Strength ( Cont) and Dam ( Cont) MP 3-569 S-18 Molded Cylinders and TR 2-571 H-45 Drilled Cores MP 6-395 C-6 TR 3-7111 S-84 Soil-Cement TM 187-1 S-58 TR 2-756 H-52 Computer MP 2-133 H-4 Pile Foundation TR S-74-6 S-90 MP K-76-1 MS-7 River Z-12 Aided MP H-70-3 H-11 Analysis and Design of Disposal Site TR D-77-30 E-10 Tainter Gates CR K-76-1 MS-12 Estuary MP 2-765 H-9 Design TR 2-735 H-50 Analysis of Three-Girder Restoration TR 13 Z-8 Tainter Gates MP K-73-1 MS-7 Col urnbus Horizontally Framed Miter Air Force Base MP 4-303 S-11 Gates 
HP K-75-9 MS-6 TR 3-490 S-76 Structural Engineering Z-6 TR 3-533 S-77 Structural Engineering TR K-78-1 MS-11 Lock and Dam TR H-74-13 H-61 Analysis of Vehicle Dynamics CR 3-155 M-36 TR H-77-11 H-66 Calculated Column Test MP S-78-6 S-52 Geometric Characteristics TR M-74-5 M-30 Combat Vehicle MP H-78-7 M-16 Tank-Defender IntervisiCommand and Control 
bility MP H-76-5 M-14 Bunker CR N-77-1 \o/-48 Code TM 71-30 W-26 Structure MP N-76-5 W-11 TM 72-1 W-26 Commerce, Mississippi Tt1 3-299 S-63 TM 72-4 W-26 TM 3-316 S-64 Crosshole Seismic Test MP S-78-8 S-53 Commercial 1 /11-3/4-Ton Vehicles MP M-76-6 M-14 Graphics Colloquium MP MS-6 Committee 
MP MS-7 on Channel Stabilization Z-7 In format ion System for thru Environmentally Sensitive Z-8 Wildlife TR M-74-6 M-30 on Tidal Hydraulics Model 77-1
Z-9 CETA CERC-2 thru Modelling of Jointed Rock Z-12 Masses TR N-73-11 \o/-42
Communication Conduit TR 1-750 W-32 Notes K-75-3
MP 
Compacted 
thru 
Fine-Grained Cohesive Soils MP S-76-11 S-49 K-75-5 MS-6 Kaolinite MP S-75-11 S-47 MP K-75-7 HS-6 Rock HP S-70-7/1 S-32 MP K-75-8 MS-6 
Compaction 
CTIAC-18 C-41 Program CETA 81-13 CERC-4 
Bituminous Concrete MP 4-210 S-9 IR M-76-1 
M-1 Pavements MP S-76--10 S-49 MP K-75-2 MS-6 Characteristics MP 4-269 S-10 Analyses of Pile-Soil Earth-Rock Mixtures MP S-73-25 S-41 Interaction CR S-76-14 S-104 Data MP S-70-13 S-32 CADSE Z-6 Embankments MP 3-383 S-13 CON2D CR S-77-4/II S-102 Har:11ners MP 4-357 S-12 Design/Analysis of ThreeSoils CR 3-28 S-108 Girder Tainter Gates MP K-78-1 MS-7 MP 4-240 S-10 Drawing Finite Element Grids MP N-76-2 W-11 Study HP 4-380 S-13 Dynamic Stress AnalysisZero-Slump Concrete MP S-76-16 S-119 of Underground Structures CR 1-175 W-44 Tests HP S-77-4 S-50 FEDIT MP K-73-1 MS-5 
Gravelly Soils MP 3-676 S-19 GWALL 
IR K-78-1 MS-3 Sands with Fines MP S-72-29 S-37 Linear and Curvilinear Compactor Regression Analyses MP 5-667 HS-5 Bituminous Mixtures MP 4-261 S-10 Measuring the StrengthStandard Effort Compaction Behavior of Stabilized Te'sts 
MP S-77-4 S-50 Soils CR 3-63/2 S-111 Composite Slabs TR N-69-2/5 \i-33 Numerical Integration MP 5-583 MS-5 Compressibility CR 3-63/6 S-112 Radioisotopic Sand Tracer HP 3-70 CERC-7 Analysis of the \-latching Hill Rational Pavement Design TR S-76-3 
S-93 Blast Range TR S-72-4 S-89 Slope Stability Analysis MP 5-619 MS-5 Soils CR S-69-3 S-104 Static and Dynamic Analysis Compression of Earth Slopes MP S-78-13 S-53 Apparatus CR 3-62/4 S-115 Structural Engineering TR K-78-1 MS-11 Tests, Ne;1burgh Lock and Dam MP S-74-29 S-46 TWDA Z-14 \-laves HP S-69-30 S-30 CON2D CR S-77-4/II S-102 Compressive Concentration Index for PaveFailure of Portland-Cementment Design MP S-74-4 S-44 Based Mortars MP C-70-19 C-18 Concertina Wire TR C-69-3/2 C-36 Strength Conchas Dam TM 97-1 S-56 Concrete TR C-74-1 C-38 Stilling Basin Tl1 105-1 H-31 
Lean Mass Concrete TR C-74-2 C-38 Concrete CTIAC-5 C-40 CTIAC-26 C-41 
19-INDEX 
~m 
_
Term 
Concrete (Cont) CTIAC-54 C-44 Concrete (Cont) CTIAC-66 C-45 Cores (Cont) CTIAC-68 C-45 Chi~kamauga Dam Powerhouse TR 6-6'37 C-'34 MP 5-458/4 MS-5 TM C-27 MP 6-709 C-11 Dam3 --Petrographic Report TM C-28 MP 6-737 C-12 Devil's Kitchen Dam MP 6-165 C-1 MP 6-890 C-14 Dry Dock No. 2, Charleston MP 6-958 C-15 Naval Shipyard HP C-69-6 C-16 MP C-71-5 C-19 Martin Dam CTIAC-38 C-42 MP C-72-7 C-20 New Second Lock, Sault Ste. MP C-72-10 C-20 Marie MP c-n-8 C-21 MP C-71-10 C-25 Runway, Dow Air Force Ba3e MP 6-326 C-6 MP C-78-9 C-26 Cylinders MP 3-437 s-14 MP S-75-25 s-48 MP 6-771 C-12 TR C-70-2 C-37 MP C-72-12 C-20 TR C-75-3 C-38 TM C-27 Aggregate CTIAC-65 C-45 Dams MP s-:n MP 6-772 C-12 MP C-71-8 C-19 TM 6-370 C-28 Deep Beams MP 1-874 W-5 Clarence Cannon Reservoir MP 6-906 C-14 MP N-71-2 W-8 Kaskasia River MP 6-730 C-12 Deterioration MP 6-795 e-n Airfield Pavement MP S-74-22 S-45 MP 6-927 C-15 Airport Pavements TR S-77-11 S-94 Dilation MP C-69-18 C-17 Analyses B 27 C-1 Division, u. s. Army Engineer Arch MP 1-736 W-4 Waterways Experiment Station MP 6-421 C-7 MP 1-809 W-4 Eisenhower and Snell Locks MP 6-493 C-8 TR 2-590 \-1-30 TR 6-784 C-15 Aircraft Shelters TR N-75-6 W-40 Elements Bunkers MP N-71-4 W-8 Bamboo Reinforcement TR 6-646 C-311 TR N-71-8 W-36 Structures in Selected Protective Structures TR WT-1420 W-30 Theaters of Operations TR C-78-1 C-19 Armor Units CETA 81-7 CERC-3 Exposed MP H-74-2 H-14 Natural Weathering TM 6-226 C-27 Backfills for Lined Tunnels MP C-70-23 C-18 Sea MP C-70-3 C-17 Backpacking TR 6-763/3 C-35 Farley Nu~lear Containment Batching TM 6-407 C-29 Structure MP C-74-2 C-21 Beam MP 6-159 C-3 Fixed-End Arches TR 1-758 W-32 MP 6-611 C-9 Flat Slabs TR C-70-1 C-37 MP 6-665 C-10 Freezing and Thawing MP C-68-6 C-16 MP 6-868 C-14 Investigation -Bull Shoals MP N-78-7 W-13 Dam TM C-27 TM 6-412/1 C-29 Lined Channel TR 14 Z-8 TM 6-412/2 C-29 Manhole MP N-72-5 W-8 TR 6-570 C-33 Masonry MP 6-279 C-5 TR 6-818 C-36 TR 6-596 C-33 TR C-69-4 C-36 Materials and Riprap for Use TR C-69-5 C-36 at DeGray Dam MP 6-596 C-9 TR C-70-3 C-37 Mattress MP 6-473 C-7 Exposed TR 6-613 C-14 Marine Environment CTIAC-49 C-43 Mixer MP 6-692 C-11 Natural Weathering CTIAC-50 C-4'3 TM 6-419/4 C-29 Investigation TR 6-570/4 C-33 Performance TR 6-562 C-32 Block MP 6-123/9 C-1 Carlyle Reservoir MP 6-538 C-8 MP 6-123/11 C-3 Shelbyville Reservoir MP 6-975 C-15 RR 2 Z-5 Turbine Type TR 6-525 C-'31 Fort Dix MP C-75-8 C-23 Mixture MP 6-520/2 C-8 Revetment MP 1-64 CERC-7 Devils Kitchen Dam MP 6-257 C-5 Bottom TR 1-704/3 \-1-31 High Water-Cement Ratios TR C-73-3 C-37 Bridge Decks CTIAC-2 C-40 Kinzua Dam CTIAC-67 C-45 MP C-73-2 C-21 Proportions CTIAC-58 C-44 Cement Handbook C-1 10 Years of Moist Curing MP 6-123/12 C-3 Columns TR C-72-2 C-37 Old River Lock MP 3-554 S-17 Concreting Materials TR 6-553 C-32 Pavement TR S-74-10 S-91 Condition, William Bacon Construction MP S-77-26 S-52 Oliver Lock and Spillway MP C-77-5 C-24 Military Roads TR S-75-10 S-92 Cores CTIAC-53 C-44 Placement Temperatures MP C-77-7 c.:..24 MP 6-216/A C-5 Port Allen Lock MP 6-297 C-6 TM C-27 Quality TR 6-717 C-34 Carlyle Reservoir Spillway MP 6-802 e-n Reactor Vessels MP C-72-13 C-20 Research MP 6-211 C-4 
20-INDEX 
Term 	Report No. Term Report No. 
Concrete (Cont) Condition Survey (Cont) Research (Cont) MP 6-420 C-7 Butts Army Airfield S-72-26
MP S-37 TM C-27 Campbell Army Airfield MP S-72-19 S-37 Retaining Wall, South Carswell Air Force Base MP S-73-39 S-42 Amsterdam, New York MP 6-527 C-8 Castle Air Force Base MP S-73-19 S-41 Runways--Rome Air Depot TM C-27 Civil Airports Z-15 Sand RR S-76-2/2 S-54 Davison Army Airfield MS S-68-26 S-28 Sheet Piles MP C-69-2 C-16 MP S-72-20 S-37 HP C-69-13 C-17 Dyess Air Force Base MP S-73-43 S-42 Ships and Vessels CTIAC-27 C-41 Ellsworth Air Force Base MP S-73-12 S-40 HP C-77-12 C-25 Felker Army Airfield MP S-74-27 S-46 Slab MP 1-877 W-5 Forbes Air Force Base MP S-73-44 S-42 MP 6-911 C-14 Forney Army Airfield MP S-72-22 S-37 MP 1-965 \~-6 Fort MP N-68-5 W-7 Devens Army Airfield MP S-73-47 S-43 TR 1-789 W-33 Polk Army Airfield MP S-72-24 S-37 TR C-69-2 W-33 Glasgow Air Force Base MP S-73-33 S-42 TR C-72-1 C-37 Grand Forks Air Force Base MP S-73-42 S-42 TR N-73-8 l'i-39 Gray Army Airfield MP S-73-2 S-40 TR N-75-2 H-40 Hunter Army Airfield MP S-69-37 S-30 Southeast Asia TR C-69-3 C-36 K. I. Sawyer Air Force Base MP S-73-15 s-41 Source of Aggregate CTIAC-19 C-41 
Kincheloe Air Force Base MP S-73-30 S-42 MP C-76-2 C-23 Laguna Army Airfield MP S-73-50 S-43 Specimens MP 6-637 C-10 Lawson Army Airfield 
MP S-69-19 S-29 Damaged by Electrolysis MP 6-188 C-4 Libby Army Airfield MP S-71-11 S-34 Treat Island, Maine MP 6-177 C-4 Liberty Army Airfield MS S-68-2 S-27 Stems for Field Cratering 
Lockbourne Air Force Base MP S-73-54 S-43 Tests MP 6-805 C-13 Loring Air Force Base MP 4-898 S-24 Strength 
MP S-74-30 S-46 	MP S-73-51 S-43 
Stress Meter 	MP 5-36 MS-4 Malmstrom Air Force Base 
HP S-73-22 S-41 Structures MP C-77-11 C-25 March Air Force Base MP S-73-38 S-42 TR C-73-4 C-39 Mather Air Force Base MP S-73-31 S-42 Surfaces 
CTIAC-40 C-42 McConnell Air Force Base MP S-73-29 S-42 TM 6-316 C-28 Michael Army Airfield MP 4-976 S-26 TR 6-559 C-32 Minot Air Force Base MP S-73-23 S-41 TR 6-785 C-35 Pease Air Force Base MP S-73-34 S-42 TR 6-788 C-35 Plattsburg Air Force Base MP S-73-46 S-42 TR 6-816 C-36 Porous Friction Surface Painted TR C-68-1 C-36 Course Z-16 Technology Information Redstone Airfield
Army MP S-72-23 S-37 Analysis Center CTIAC-11 C-40 Robert Gray Army Airfield MP 4-989 S-26 MP C-72-24 C-21 MP S-73-16 S-41 Temperature Sheridan Army Airfield MP S-68-1 S-26 Control Study CTIAC-62 C-44 Sherman Army Airfield ~1P S-72-25 S-37 MP c-n-8 C-25 Simmons Army Airfield MP S-69-47 S-31 Greers Ferry Dam MP 6-342 C-6 Soil-Cement MP 4-93 S-6 Test MP C-78-4 C-25 Troy Lock and Dam MP C-78-6 C-26 MP C-78-12 C-26 Vance Air Force Base MP 4-815 S-22 Mechanical Casting Plant MP 6-255 C-5 1/estover Air Force Base MP S-73-41 S-42 Hethods TR C-69-2 C-36 Whiteman Air Force Base MP S-73-45 S-42 Spe0imens MP C-78-17 C-26 Wright-Patterson Air Force Thermal Studies for Lock and Base MP S-73-55 S-43 Darn No. 2 CTIAC-55 C-44 Wurtsmith Air Force Base MP S-73-13 S-40 Underwater TR C-76-3 C-38 Conductivity Probe Calibration RR H-71-2/I
u. 	s. Military Academy MP 6-653 C-10 /1 H-28 MP S-72-3 S-36 Conduit Z-6 Units in Iceland t1P 6-235 C-5 MP H-68-2 H-10 Walter Reed Hospital MP C-'74-14 C-22 MP H-73-1 H-13 Workability MP 6-737 C-12 TM 2-428 H-41 MP 6-849 C-14 Bull Shoals Dam TM 2-234 H-35 TR 6-598 C-33 Cutoff Walls CR S-70-7 S-106 Condition Survey MP 4-3 S-4 Denison Dam MP 2-31 H-4 HP 4-213 S-9 Detroit Dam TH 2-302 H-38 MP 4-451 S-15 Enid Dam TR 2-510 H-43 Altus Air Force Base MP S-73-14 S-40 Inlets of Earth Dam MP H-69-3 H-11 Bangor International Airport MP S-73-52 S-43 Keystone Dam TR 2-555 H-44 Beale Air Force Base MP S-73-18 S-41 Melvern Dam MP H-77-5 H-17 Bicycle Armv Airfield MP 4-924 S-25 Narrows Dam TM 2-294 H-37 Biggs Army Airfield MP S-73-10 S-40 Pine Flat Dam TM 2-375 H-40 
21-INDEX 
Term 
~-------------
Conduit (Cvnt) Con sol idated Rend Lake Dam TR H-75-2 H-61 Soils CR 1-73/4 S-103 Summersville Dam MP 2-988 H-10 Undrained Triaxial Compression Table Rock Dam TR 2-504 H-43 Tests MP S-70-8 S-32 Cone TR S-75-13 S-92 Criteria R 18-2 P-4 Consolidation MP S-70-18 S-31 Index Dredged Material in Confined Measurements MP 4-327 M-2 Disposal Areas TR D-76-1 E-5 Relations MP 4-457 M-3 Earth and Rockfill Dams CR S-77-4 S-102 Penetration Fine-Grained Dredged Material TR D-77-16 E-7 Method MP 3-478/4 S-15 Zoned Dams CR S-77-4/II S-102 Resistance TR 3-652/4 M-21 Con sol idometers B 12 S-1 Test Data MP 3-749 S-21 Constitutive Penetrometer CR S-69-4 S-116 Equation MP S-74-18 S-45 IR 7 S-2 Model MP S-71-13 S-35 MP 3-455 S-15 Engineering Materials MP S-77-19 S-51 MP 4-899 M-7 Ground Motion R 18-1 P-4 Calculations TR S-71-4/3 S-87 TR 3-462 M-20 Predictions CR S-71-10/2 S-118 Sounding Property MP S-72-1"3 S-17 Device MP 3-4 S-4 TR S-77-3 S-94 Tests, Reid Bed ford Bend Earth Media TR S-73-6 S-89 Revetment R 5-6 P-1 Ground Motion Calculations CR S-75-2 S-119 Velocity MP M-69-7 M-9 Relation MP S-78-14 S-53 Conemaugh Dam TM 2-272 H-37 RR S-76-2/1 S-53 Coney Island, New York MP H-75-2 H-14 RR S-76-2/5 S-54 Conference Construction Aquatic Plant Control Coastal Zone R 2-75 CERC-19 Program Equipment MP S-75-1 S-46 22-24 October 1975 MP A-76-1 M-47 TR D-77-1 E-5 19-22 October 1976 MP A-77-3 M-47 TR D-77-7 E-6 Project, 12 January 1971 MP M-47 Index MP 4-100 S-6 Inspectors Manual for Flexible Computer-Aided Design in Pavements TM S-72 Structural Engineering Z-6 Joints MP C-75-10 C-23 Earth and Concrete Dams MP S-33 Material CR D-74-2 E-2-'l Foundations and Embankment f~P C-75-11 C-23 Construction Z-1 MP S-76-26 S-50 Integrated Systems of Aquatic SR 10 CERC-25 Plant Control, 29-30 October TR S-69-7 S-85 1973 MP M-47 Munitions TR M-69-3 M-25 Potamology Tactical Bridge Approach Roads TR S-77-1 S-94 Investigations R 11-1 P-2 Contact Burst TR 1-770/1 11-32 R 11-6 P-2 TR N-76-7 W-40 Program R 11-8 P-2 TR N-76-10 IV-41 Seismic Propagation Study MP M-10 Container Soil Handler MP M-75-8 M-n Potamology Handling Vehicles MP S-72-34 S-38 Investigation R 11-3 P-2 Containment Program R 11-7 P-2 Area Stability of Mississippi Design TR D-78-12 E-14 River Banks R 11-5 P-2 Dredged ~1aterial TR D-77-21 E-8 Confined Effluent TR D-78-54 E-19 Disposal Facility CR D-74-6 E-23 Area CR D-74-4 E-21 Management TR D-77-19 E-7 TR D-76-1 E-5 Operation TR DS-78-9 E-27 TR D-77-16 E-7 Structures TR D-78-31 E-17 TR D-78-16 E-15 Contaminant TR D-78-24 E-16 Dispersion CR H-75-1/ TR D-78-43 E-18 17-5 H-70 Dredged Material TR DS-78-11 E-27 Dredged Materials TR D-76-4 E-5 Sites CR D-75-5 E-24 Release TR D-73-49 E-19 Soils CR S-69-2 S-108 TR D-78-45 E-18 Confinement of Dredged Material TR D-74-2 E-5 Contaminated Dredged Material TR DS-78-8 E-27 Congercote MP 4-134 S-7 TR DS-78-14 E-27 Conneaut Harbor TR 2-617 H-46 Contamination Dispersion in Connecting Channel for Tioga Estuaries MP 2-332 H-6 and Hammond Lakes TR H-76-6 H-64 
22-INDEX 
Terl'!.------------------------Term 	,l?.!!ll_e_ 
Continental Shelf 	MP 1-66 CERC-7 Cordell Hull Navigation Lock TR 2-739 H-51 
MR 77-11 CERC-11 Core MP 6-493/2 C-8 
MR 79-4 CERC-12 MP 6-570 C-8 
MR 80-4 CERC-12 Barrel TM 71-18 V/-26
MR 82-10 CERC-14 Concrete TR 6-522 C-31 
R 22-73 CERC-18 Structures TR 6-629 C-34 
TM 29 CERC-27 Dam RR S-72-1 S-54 
TM 34 CERC-27 Petrographic Report TM C-28 
TM 42 CERC-28 Drill Methods MP S-75-17 S-47 
TM 45 CERC-28 Drilling in Frozen Ground TR 3-534 S-77 
TM 47 CERC-28 Highway Bridges in Georgia CTIAC-12 C-40 
TM 54 CERC-29 MP C-73-11 C-21 
TP 76-2 CERC-30 Material B 14 

S-1 
TP 78-4 CERC-32 Possum Kingdom Dam TM 113-2 S-56 TP 79-2 CERC-32 Tatum Salt Dome TR 6-614 C-34 TP 79-3 CERC-32 Coring Device MR 82-8 CERC-14 Sediment R 24-73 CERC-18 Corporal Missile MP 4-392 S-14Contouring System MP T-70-1 MS-9 CorpsContra Costa County TR H-78-14 H-68 Data Communication System MP K-76-2 MS-7Contract Reports IR 0-74-2 MS-3 of EngineersContraction Works R 21-2 P-4 CBR Design Procedures MP 4-252 
S-10
Control Committee on Tidal 
Aquati" Plants M-50 Hydraulics TB 18 Z-10 
MP A-77-2 M-47 Dams MP 6-415 

C-7 
TR A-78-2 M-49 Division and District Bunker CR N-77-1 W-48 Offices TR M-75-2/2 M-31Gates CR H-69-1 H-71 Dredged Material Research MP 2-484 H-7 Program MP D-73-8 E-2Housing MP C-76-10 C-24 MP D-73-9 E-2Shaft 4, Fort Peck Dam TH 2-402 H-41 MP D-74-12 E-2Stru"ture MP H-73-7 H-14 Facilities TR S-77-2 S-94 TM s-61 Kneading Compactor MP 4-261 S-10 TM 3-249 S-61 Recreati.on Area MP Y-76-1 E-29 TM 2-275 
H-37 MP Y-77-5 E-30 TR 2-447 H-112 Tidal Projects TB 12 Z-10 TR H-76-15 H-65 Corpus Christi Pass, Texas Z-12 TR ll-77-2 H-66 GITI 8 CERC-5 Denison Dam TM 161-1 H-32 
GITI 9 CERC-5 Little Sioux River TR 2-762 H-52 Corral Bay TM 2-382 H-40 
Controlled 	Corrosion TM 
27 CERC-27 
Blasting TR E-75-1 \o/-39 Tests of Metals, Sardis Dam MP 3-86 S-6Release Herbiaides TR M-48 Corrugated TR A-78-1 M-49 Metal Convair Landing Mat MP 4-656 s-19 Cover Designs TR N-76-6 W-40Converging ·Supercritiaal Flow MP H-76-19 H-17 Pipe MP 
2-699 H-9 
Conversati-onally Oriented Real-	Steel Pipe 
MP 4-657 S-19
Time Program-Generating System MP 	Corson
MS-7 	Inlets TR H-78-11 H-68
Convex Chutes MP H-76-19 H-17 Cost Conveyors to Transport Mass Estimates for a Hardened Concrete TR C-74-4 C-38 Military Command Center MP N-78-6 W-13Cook Inlet Z-11 Explosive Excavation TM 71-1 W-25Cool Water Disaharge MP H-77-13 H-18 Minimization Computer Code TM 72-1 W-26Cooling Water MP 2-125 H-4 Costa Rica Canal Shoaling MP 2-407 H-6 No. 1 MP 4-355/5 M-3Channel TR /4 H-48 No. 2 
MP 4-355/8 M-3Cooper Cottonwood Dam MP 3-258 S-10 Bar TM 17-1 S-55 MP 6-329 C-6 
TM 17-2 S-55 MP 3-339 S-12 Springs Dams TR H-72-1 H-57 MP 3-359 s-n Cover TM s-61 Designs TR N-76-6 W-40 River Z-12 Layers MP 2-296 H-6 MP H-76-5 H-16 
MP 2-372 H-6 MP H-77-14 H-18 RR 2-11 H-27 TR 2-733 H-50 Cow Island TM 112-1 H-31 Coordinate Systems MP H-78-9 H-19 Cowan sque Dam TR H-76-12 H-64 Coos Bay-South Slough Complex TR H-78-22 H-69 COWBOY MP 6-419 
C-7Copan Dam TR H-70-9 H-56 Cowlitz River Restoration TR 13 Z-8Copperclad Steel Wires TR 6-613/2 C-34 CPM Computer Code TM 71-30 W-26 Coral TR E-72-23 tl-37 Reefs TM 4 CERC-37 

23-INDEX  
~T~er~m~----------------- ~1'!.------------------ 
Crack  Crater (Cent)  
Arrest Techniques  TR C-74-7/1  C-38  Slope (Cent)  MP S-72-2  s-16  
Sealing  MP 4-436  S-14  PNE 234F  '11-14  
Survey  CTIAC-60  C-44  TM 68-8  \-1-21  
Cracking  Stability  TM 65-12  W-20  
Con<:>retes  MP 6-796  C-13  TM 68-6  \1-21  
Earth and Rockfill Dams  CR S-69-5  S-106  TM 68-7  \-1-23  
CR S-70-7  S-106  Soil and Rock  MP S-69-34  S-30  
CR S-71-11  S-107  TR 27  \i-29  
Induced by Environmental  MP S-71-10  S-34  Stability Studies  PNE 5013 PNE 1107  ',-/-18 W-16  
Effects  MP 6-796  C-13  Theory  CR 2-19  vl-43  
Kansas City Floodwall  MP 6-72  C-2  Cratered Slopes  CR 3-75  s-105  
Low-Embankment Dams Craney Island Disposal Area Crater  CR S-74-3 MP H-72-8 MP 2-524  S-101 H-13 W-3  Cratering  TR 3-699/2 TR 3-699/6 MP E-73-3  S-82 S-82 \i-9  
MP 1-677  W-3  MP E-74-2  W-10  
MP N-75-5  W-11  MP N-71-8  \i-8  
PNE 508  W-15  MP N-72-6  \i-8  
PNE 601F  W-15  MP N-75-3  \·1-11  
PNE 904F  W-16  PNE 300P  \i-14  
PNE 1103  W-16  PNE 5011  vl-18  
PNE 1120  W-17  TM 65-9  vl-20  
PNE 5012-I  W-18  TM 67-5  vl-22  
TM 65-4/A  W-20  TM 67-17  \i-22  
TM 65-8  \~-20  TM 69-11  \·1-211  
TM 66-5  W-21  TR 28  W-29  
TM 67-3  W-22  TR 37  \i-29  
TR 30  W-29  TR 2-478  \-1-.10  
TR 38  \-1-29  
TR 2-471  W-30  Detonations  ~1P E-74-3  \·/-10  
TR 3-699  S-82  MP E-75-1  14-10  
Area  TM 66-15  \-1-21  TR 19  \1-29  
TM 67-1  W-22  Device Simulation  MP N-76-12  vl-12  
TM 69-7  W-24  MP N-76-15  W-12  
Barriers to Mobility  MP 11-71-4  M-10  MP N-78-2  \i-1 1  
MP M-73-5  M-11  TR E-73-6  ~1-38  
MP M-73-6  M-11  Effects  TR N-71-3  \F38  
Data Design Test Series  TM 70-15 MP N-76-6  W-25 W-12  Clay Loess  TM /8 TM  \i-27 \i-27  
Dimensions  TM 66-18  W-22  Sand  TM  W-27  
Disturbance Zone Delineation  TR N-75-5 MP S-69-6  W-40 S-28  Surface  TM 17  '1/-27  
Ejecta Characteristics  MP N-76-7  W-12  Buri.ed HE Charges Underground Explosions  TR 2-482 MP 1-778  11-30 W-4  
Dust  MP 1-754  \~-4  Experiments  TM 71-7  W-25  
Measurements  MP 1-853  W-5  TM 71-8  W-25  
MP N-71-1  W-8  Fort Polk  Z-7  
Near-Surface Bursts  Z-15  Shallow \later  MP 1-946  W-6  
Engineering Structures  MP E-72-2  W-8  Explosions  ™66-8  \i-21  
Fallback Slopes  TR 14  H-28  TR N-74-1  \i-39  
Measurements  MP 2-490  W-2  Greenland Icecap Snow  MP N-70-6  \1-7  
MP 2-529 MP 1-663 MP 1-764  W-3 \~-3 \4-4  High Explosive Charges Kinetics Layered Media  TR 2-547 MP N-77-2 TR E-72-31  \i-30 \·/-12 1.1-38  
MP 1-896  W-5  Mechanisms  CR 3-75  S-1 05  
MP 1-987 MP N-78-3 PNE 502F  \·/-6 W-13 vl-14  Series  TR 3-699/2 TR 3-699/6 TR 35  S-82 S-82 \·1-29  
Modeling Permanent Displacement  TM 68-14  W-23 Z-15  Site  TR E-73-3 MP 3-902  \;-'18 S-24  
Measurement  MP 2-424  \'1-2  TR N-76-4  \i-40  
MP N-76-1  \4-11  Tests  Tt~ 70-11  \1-25  
MP N-77-1  W-12  TM 70-15  W-25  
Resulting from Repeated  Crawling Vehicles  t1P 11-69-6  11-8  
Explosions  MP N-68-1  \-1-6  Creep  TR C-72-1  C-37  
TR 1-665  W-31  TR C-72-11  C-28  
Slope  MP 3-662  S-19  Concrete  CTIAC-24  C-41  
MP S-68-3  S-27  HP 6-132  C-3  
MP S-68-8  S-27  

24-INDEX 
Term Term Page 
Creep ( Cont) Current (Cont) R 81-2 CERC-22 Con,.,rete (Cont) MP C-70-1 C-17 TM 7 CERC-37 MP C-70-20 C-18 TM 10 CERC-26 MP C-77-3 C-24 TM 57 CERC-29 Mass Con~rete MP 6-112/3 C-3 TR H-69-12/2 H-55 Tests MP 6-61V2 C-9 TR H-69/12/3 H-55 MP S-76-15 S-49 TR H-73-13 H-63 Crescent City Harbor TM 2-413 H-41 Direction Indicator TM 71-1 MS-10 TR H-68-6 H-54 Duluth-Superior Harbor MP 2-502 H-7 TR H-71-2 H-57 East River MP H-69-7 H-11 Breakwater MP 2-171 H-5 Estuaries and Canals TB 16 Z-10 Tsunami Model TR H-69-9 H-55 Indicator MP 5-28 MS-4 Crete TM 3-343/65-Observations CETA 80-3 CERC-3 66 S-68 TM 13 CERC-37 Crtssy Armv Airfield TR 1-466/17 S-76 Pattern Mosaics TR H-75-4/5/B H-62 Crosby Slough MP D-78-2 E-4 Prediction TM 58 CERC-29 Cross Sea-Level Canal TM 65-15 \1-20 Country Velocity R 2-68 CERC-16 Locomotion Model MP M-71-7 M-10 Curvilinear Regression Analyses MP 5-667 MS-5 Per forma nee MP M-70-7 M-9 Cushioning Materials CR 6-127 C-46 Vehi,.,le TR 3-783 M-24 Cutoff P I H-26 Performance TR M-70-7/I M-26 Rockv Reach Hydroelectric Over Galleries, Kaskaskia Lock CTIAC-60 C-44 Project MP 2-417 H-7 Crossett, Arkansas TM 1-331/9 M-19 Walls CR S-70-7 S-106 CROSSHOLE MP S-78-8 S-51 CV-2 Aircraft TR 3-790 M-25 Cru:;hed CW 462-F TM S-63 Aggregate Base Course Tt1 3-271/9 S-62 Cyclic Cellular Concrete MP C-74-8/2 C-22 Load Tests of Steel Pile Stone Bases MP 4-559 S-17 Connectors MP C-74-13 C-22 Crust Management TR D-77-17 E-7 Loading CR S-77-3 S-101 Cu.-,aracha Formation, Panama MP C-78-5 C-26 Canal MP S-74-16 S-45 RR S-76-2/6 S-54 Culebra Slides TR S-79-9/1 S-86 Shear CR S-76-8 S-115 Culvert Strength of Undisturbed Sands TR S-78-10 S-95 Outlet:> MP H-72-5 H-13 Triaxial TR H-74-9 H-61 Compression Tests MP S-74-29 S-46 Pressures, Greenup Lock TR 2-734 H-50 Center Hill Dam MP S-74-5 S-44 Research MP 4-801 S-22 \-latts Bar Nuclear Power Storm-Drain Outlets RR H-70-2 H-27 Plant Site MP S-74-9 S-44 Cumberland Results MP S-76-5 S-48 Maryland TR 2-448 H-42 Test CR S-76.:.1 S-102 River MBM 23-1 H-23 CR S-77-1 S-102 MBM 23-3 H-23 Testing Techniques MP S-76-6 S-48 TR Il-75-11 Il-62 Cylinders CR 2-~9 H-47 Curing CR 1-93 \·1-47 Compounds MP 6-166 C-11 MP 6-476 C-7 MP 4-819/1 S-22 R 19-73 CERC-18 MP C-75-10 C-21 TR 1-720 W-32 TR C-69-7 C-37 TR N-72-7/1 \-1-37 Concrete TR 6-440 C-31 TR N-78-8 ~1-42 Soil-Lime TR S-76-9 S-91 TR N-78-9 <1-42 Current Z-12 Buried CETA 81-14 CERC-4 Clay Specimens MP 3-768 S-21 MP 2-67 CERC-7 Dense, Dry Sand TR N-69-6 W-34 MP 5-248 MS-4 Sand TR 1-821 W-38 MP 2-641 H-8 TR N-71-1 11-38 MP 2-912 H-10 Dynamic Loading CR 1-95 W-47 MP 2-952 H-10 TR N-76-5 11-40 MP 2-953 H-10 Sand MP 1-810 W-5 MP H-69-11 H-11 Static MP H-72-8 H-13 Dynamic Loadings TR 1-682 W-31 MP H-72-10 H-13 Loading CR 1-147 \-1-48 MP H-76-9 H-16 Cylindrical MP H-78-6/2 H-19 Charge Tests TM 71-6 W-25 MR 76-11 CERC-1 0 Shell CR N-70-2 ~1-48 MR 82-7 CERC-14 Test Beds CTIAC-56 C-44 MR 83-6 CERC-15 Cylindrically Cased Equivalence MR 83-'7 CERC-15 Charge MP N-77-8 W-13 R 76-3 CERC-20 Cypress Creek Basin TR 3-798 S-84 R 81-1 CERC-22 
25-INDEX 
_
~!:!!!.
Term 
Dakota Sandstone, San Ysidro, 	Deep (Cont) 
Water 	TM 40 CERC-39
New Mexico 	TR S-77-3 S-94 
197-1 	Disposal D-77-24/F E-10
Dale Hollow Dam TM H-34 Site TR Dam CR S-77-4 S-102 Point Range TM 2-231 li-35 MP s-'3 Well System for Dewatering MP 'l-185 S-9 MP 2-386 W-2 Defense Research Establishment, MP H-68-1 H-10 Suffield CR S-69-3 S-104 RR S-76-2 S-54 Deflecting Walls MP S-69-25 S-30 TR 1-770 W-32 Deflection TR S-78-3 S-95 Coverage Relationship MP S-71-18 S-35 Alignment MP 0-73-12 MS-8 Moving Tires TR 1-516 M-20 Instrument MP 0-73-4 MS-8 Reinforced Concrete.Flat Slabs TR C-70-1 C-37 Construction in Dimond Gorge TM 67-18 W-22 Deformable-Body Solution CR S-75-4/ No. 36, Ohio River TM 64-1 H-30 Suppl S-102 TM 64-2 H-30 De format ion TR S-77-10 S-94 TM 64-3 H-30 Concrete TR C-75-4 C-38 No. 37, Ohio River p D H-26 Flexible Airport Pavements TR S-77-8 S-94 Site at the Waterways ExperiProperties of Rock Fill TR S-78-1 S-94 ment Station TM 70-1 S-55 DeGray Dam MP 6-579 C-9 ~/arrior River TM 138-1 S-57 MP 6-596 C-9 Damage 
MP S-73-25/1 S-41 Contact Burst TR 1-770/1 W-32 TR 2-684 H-48 TR N-76-10 \-1-41 Del Rio Clay Shale TR S-71-6/5 S-87 Damping MP S-72-11/2 S-36 Delaware TP 76-18 CERC-31 Bay MP 4-59 CERC-36 Capacity of Soil MP S-72-11 S-36 Dam TM 205-1 H-34 Dana Point Harbor TR 2-724 H-50 Estuary Z-11 TR 2-725 H-50 
Z-12 DANNY BOY MP 6-570 C-8 River Z-12 
MP 6-640 C-10 MP 2-332/1 H-6 MP 1-673 \-1-'l MP 2-158 
fl-6 
MP 1-754 W-4 MP H-76-17 H-17 PNE 5005 W-18 TR 2-457 li-42 H-30
Dardanelle Lock TR 2-573 H-45 Entrance TM 93-1 TR H-69-5 H-54 TM 93-3 H-30 and Dam TR 2-558 H-44 Estuary Model RR H-75-1/1 H-29 DARM TR D-78-27 E-17 
Model 	MP 2-114 H-4 MP 2-125 H-4
Data Acquisition System TM 21 CERC-27 MP 2-407 H-6 Base Development TR M-78-1 M-33 RR H-75-2/2 H-29 Processing Equipment MP K-73-7 MS-6 TM 2-337 H-38 Reduction MP 5-343 MS-4 DeLong Pier 
MP S-76-12 S-48 Found at ion MP 3-78 S-6 
Dauphin Island MP H-77-11 H-18 Little Creek TR 3-463 S-75 
Davis 

Norfolk, Virginia MP 3-157 S-8 Air Force Base MP 6-236 C-5 Tests Field MP 4-356 S-12 
Fort Eustis TR 3-1150 S-74 Monthan Air Force Base MP 4-91 S-6 Le Verdon, France TM 3-423 S-73 
MP 4-213/1 S-9 Delta B 2/3 H-1 
TM 3-344/4 S-71 Barrage, United Arab Republic MP 2-607 H-8 
Davison Army Airfield MP S-68-26 S-28 Demersal Fish TR D-77-6/D E-6 
MP S-72-20 S-37 TR D-77-30/E E-11 
TR 3-466/2 S-75 Demolition of Ft. Meade Dam MP E-73-1 \-1-9 
DCA-1295 MP S-75-21 

s-47 Demopolis Lock and Dam TM 2-252 H-36 
Debris B 10 S-1 Denison Dam MP 2-31 H-4 
TM 94-1 S-56 ™161-1 H-32 

TM 94-2 S-56 TM 177-1 H-33 
Decapod Shellfish TR D-77-30/E E-11 Denmark TM 1-343/ 
Decoupling of Ground Shock MP N-74-1 l>'-10 57-60 S-68 
Deep Densification CR S-76-8 S-115 
Beams CR 1-106 W-47 TR D-77-4 E-6 
MP N-68-3 W-7 Density IR S-74-1 S-1 
MP N-71-2 W-8 MP 4-117 M-2 
TR 1-676 W-31 MP 4-495 S-16 
TR 1-701 \-1-31 MP M-71-1 t~-9 
Draft Harbors RR H-76-1 H-29 MP S-69-15 S-29 
Slabs TR N-69-2 W-33 MP S-72-37 S-38 
and MP S-77-18 S-51 
W-34 TR 3-652/4 M-21 
Changes of Sand R 12-1 P-2 

26-INDEX 
Term Term
-----·--------------··---·--~"-=------------------
Density (Cant) Dewatered Currents CR 2-1 H-73 Dredged Material MP D-78-3 E-4 and TR D-77-33 E-11 H-74 Dewatering MP H-69-6 H-11 Dredged Material CR D-76-10 E-22 TB 2 Z-6 MP D-77-2 E-4 
Determinations 
MP D-77-4 E-4 Base Courses and Soils MP 4-197 S-9 TR D-77-19 E-7 Soils TM 1-415 s-n TR D-78-5 E-14 Sands RR S-76-2/4 S-54 TR DS-78-11 E-27 Soils MP S-76-18 S-49 Excavation MP 3-185 S-9 Variations TM 3-240/1 M-17 Low Sill Structure, Old Depere Lo~k and Dam CTIAC-51 C-43 River MP 3-200 S-9 Depoe Bay, Oregon TM 23 CERC-27 Dewey Dam TM 191-1 H-33 Depth Determination TM5 CERC-27 Dhahran Airfield TM 3-343/124 S-71 TM 9 CERC-37 Dial Pack MP M-71-4 M-10 Desalination Plants RR H-71-2 H-28 MP N-72-4 IV-8 Desert 
TR 3-630 S-80 MP N-72-9 W-9 Alluvi.um TM 65-9 W-20 TR N-71-8 W-36 TR N-71-3 W-38 TR N-73-4 \-1-38 Sand MP M-75-8 M-13 TR N-74-3 \·/-39 TR M-71-5/2 M-28 DIAMOND ORE CR E-74-1 W-46 Terrain Analogs TR 1-506 S-77 
TR E-73-6 W-38 
United States CR S-116 TR E-74-3 W-39 Desic~ated Clays MP S-69-20 S-29 Phase Design I TM 71-15 W-26 Changes on Vehicle Performan~e MP M-72-2 M-10 IIA MP M-73-6 M-11 Criteria B 37 H-2 Diaphragm Orifices TM 91-1 MS-10 Drainage \/ells Tt~ 195-1 S-58 DICE THROI/ Membrane-Enveloped Fine-Event TR N-77-2 W-41 Grained Soil Layers TR S-74-9 S-91 Mobility Experi.ments MP M-77-12 M-15 Earthquakes MP S-73-1/7 S-39 I and II MP S-49 Hurric,anes TP 77-13 CERC-31 MP S-50 Wave TR H-76-1 H-63 Series Z-15 Destabilizing Soils with Dickey Chemicals MP 4-186 S-9 Lake MP Y-76-7 E-30 Destruction of Earthen Tunnels MP 1-930 \-1-6 Li.ncoln School Detecti.on Damsites, Maine MP S-77-2 S-50 Calcium Sulfates and Magnesium Lakes Hydrothermal Model TR H-76-22 H-66 Oxide in Fly Ash MP C-76-5 C-23 Dictionary MP M-13 Subsurface Cavities MP S-51 DIDO QUEEN MP C-74..:8/1 C-22 MP S-73-40 S-42 Differential Tunnels TR 3-769 M-24 Equations MP K-72-1 MS-5 Deteriorated Con"'rete Blocks MP C-75-8 C-23 Movements of Adjacent Deterioration Monoliths MP 4-124 S-7 Concrete Pressure Gage Directional Dams MP 6-845 C-13 Wave Monitor MR 82-11 CERC-14 Davis Air Force Base MP 6-216 C-5 Diffusion R 9-74 CERC-19 Eisenhower Lock MP 6-929 C-15 Digital Sidewalks and Curbs MP 6-866 C-14 Bathymetric Data CETA 81-13 CERC-4 MP 6-900 C-14 Data MP M-76-16 M-14 Pavements TR S-78-8 S-95 Filters TR N-75-3 \-1-40 Detonation MP 3-869 S-23 Data Reduction MP N-70-1 \1-7 t1P N-71-6 \v-8 Explosion Effects Analysis TR N-71-7 W-36 Desert Alluvium TR N-73-3 W-38 Image Processing MP M-78-4 M-16 Layered Medium MP N-72-92 W-9 Recording of Reservoir Inflow Over Granite TR N-72-6 W-37 and Outflow B 63-1 MS-1 16-Ton Charge Deep in Granite MP N-70-4 \;-7 Dike MP 2-723 H-9 Detroit MP 2-860 H-10 Arsenal MP 4-888 S-24 MP H-69-13 H-11 Dam TM 2-260 H-36 PL H-26 TM 2-302 H-38 R 2-2 P-1 Devil's TR D-77-9 E-7 Island Reach TR H-73-1 H-59 Lake Traverse Project TM 118-1 S-56 Kitchen Dam MP 6-158 C-3 Location p 11 H-26 MP 6-165 C-3 Materi.al R 21-1 P-4 MP 6-257 C-5 Raising with Dewatered FineGrained Dredged Material MP D-78-3 E-4 
27-INDEX 
_T_e_rm_________________
Term Re12,ort No. 
Dike (Cont) Disposal (Cont)Rehabilitation TM 2-337/4 H-38 Operations CR D-75-6 E-22 Study, Coney Island, New York MP H-75-2 H-14 TR D-78-10 E-17 Systems R 21-3 P-4 PCB-Contaminated Sediment TR D-77-24/B E-9 Mississippi River MP H-70-1 H-11 Site TR D-77-20 E-7 Dilatational Wave Propagation CR 3-26/8 s-110 TR D-78-7 E-14 Dilation in Sand CR 3-26/13 s-110 Hawaiian Islands MP H-77-6 H-17 Dillingham, Alaska Z-11 Middle Mississippi River MP Y-74-6 E-29 Dillon Dam TM 2-264 H-37 Techniques to IdentifyDilution Contour Plots RR H-71-2/I/2 H-28 1/ildlife Habitat Develop-Dimensional Analyses MP E-75-1 1-1-10 ment Factors 
MP D-77-5 E-4 
Dimethylamine and Integrated Dissipation of "Elastic" Wave Control TR M-48 Energy CR 3-53 S-105 Dimond Gorge TM 67-18 W-22 Dissolved Oxygen in Dickev Lake MP Y-76-7 E-30 Diorite Boulders Z-18 Distant Plain MP 4-977 S-26 Diquat for Control of Egeria Apparent Crater Ejectaand Hydrilla TR M-48 Measurements MP 1-901 W-5Disaggregation CR 3-138 s-116 Events Discharge 1, 2A, 3, 4, and 5 
TR N-71-3 l-1-36
Dredged or Fill Material 
into 1A MP S-73-21 S-41 
Navigable Waters MP D-76-17 E-3 6 and 
1A TR N-70-14 W-36 
Duration MBM 23-2 H-23 Project 3.01 MP N-71-1 ~1-8 Hydrographs for Arkansas River MBM 44-1 H-24 Ditching with TNT 
MP N-77-7 W-13 Rating Curves for Vertical Diversion Tunnel, Long Lake,Lift Gates MP 2-606 
H-8 Alaska MP H-71-7 H-12 
Discrete Explosion-Produced Divide Cut Drainage Structures TR H-76-18 
H-65 
Crater-Ejecta Characteristics 11? N-76-7 \-1-12 Division Laboratory Tests on Diseases at Habitat Development Standard Soil Samples MP 3-813 S-22 Fteld Sites MP D-78-1 E-4 Diyarbakir Air Base TM 3-~43/71 S-69Disintegration of Concrete from Dock Expansion at Newport News MP H-72-10 H-n Tuscaloosa Lock and Dam TM C-27 Docking and Unloading Facility MP H-71-8 H-12 Dispersion Documentation for Modified Proposed Theodore Industrial Uframe Program TR K-76-1 MS-11 Park Effluents MP H-77-3 H-18 Dogtooth Bend TM 109-1 H-31Chemical Constituents CR D-76-1 E-24 Dolos R 1-73 
CERC-17 
Dispersive 
Armor Units TR H-77-19 H-67 
Clay 
MP 0-76-1 MS-9 Domes Buried in Sand CR 3-26/12 S-110 TR S-75-15 S-92 Dominica MP M-70-1 ll-9Displacement MP M-69-8 M-9 Dow Earth Embankments MP S-71-17/5 S-35 Air Force Base MP 6-326 C-6
Gage MP 1-644 W-3 Chemical 
Measurements MP 2-424 W-2 Extruded 

MP N-75-5 \-1-11 Aluminum Landing Mat MP S-71-28 S-36Disposal 
MP S-73-9 S-40
Alternative for Contaminated Modified MX18-B 
MP S-69-4 S-28
Dredged Material TR DS-78-8 
E-27 XM18E1 I~P S-69-51 S-31Area CR D-74-4 E-21 Landing Mat MP S-63-9 S-27 CR D-74-3 E-25 Medium-Duty Mat MP S-69-22 S-29 CR D-H-2 E-22 Truss-~leb Landing Mat MP S-72-40 S-38 MP D-75-13 E-2 MP S-74-6 S-44 MP H-72-8 H-13 Landing Mat MP S-69-17 S-29 TR D-76-1 E-5 MP S-69-40 S-31 TR D-77-16 E-7 Truss Web Landing Mat CR S-75-3 S-118 TR D-77-22 
E-8 MP S-75-9 S-47 
TR D-78-16 E-15 
11? S-75-13 S-47 
TR DS-78-7 
E-27 Downpull Measuring Apparatus MP 5-87 MS-4 
TR H-75-13/1 H-63 Downwash James River MP H-75-1 H-14 Data MP S-74-17 S-45Reuse MP D-76-16 E-3 Protection MP S-75-19 S-47Management TR DS-78-12 E-27 Velocity Measurements HP S-72-31 S-38 TR D-78-27 E-17 Dozer Storage CapacitY TR D-77-4 E-6 Blades 
MP M-78-5 M-16
Criteria CR D-74-1 E-25 Surface Mining of Coal MP M-76-4 
M-13 
CR D-75-4 E-25 
Drag R 81-11 CERC-22Dewatered Dredged Material TR D-77-33 E-11 Coefficient TM 24 CERC-27Dredged Material MP D-74-13 
E-2 TM 56 CERC-29 
MP D-74-14 E-2 Force 
MP H-70-4 H-12
Open Ocean TR D-78-2 E-14 Shrinkage Z-7 

28-INDEX 
Term Reeort No. 
_r_er_,~------------------
Drainage Dredged (Cont) Base Course Materials TR 3-786 S-84 Material (Cont) 
Criteria Z-16 Confined Disposal Areas TR D-76-1 E-5 Distri~t No.17, Mississippi TR D-77-16 E-7 Countv, Arkansas TR H-77-12 H-67 Containment CR D-76-8 E-24 Erosion Control Facilities MP H-73-6 H-B 
TR D-78-19 E-16 Fine-Grained Dredged Material TR D-77-16 E-7 
TR D-78-58 E-20 Structure ~1P 3-2 
S-4 Areas MP D-73-4 E-4 MP 3-17 S-4 
TR D-77-1 E-5 ·~P 3-53 S-5 
TR D-77-7 E-6 TR H-76-18 H-6S 
TR D-77-17 E-7 System Z-16 TR D-77-25 E-10 TM 3-425 S-73 TR D-78-18 E-15 New Madrid TM S-60 TR D-78-41 E-1tl Previous Levee:; TM 1~5-1 S-57 rR o-n-53 E-19 Wells TM 151-1 S-57 TR D-78-55 E-19 
™195-1 S-58 TR D-78-56 E-19 Levee Foundations B 11 S-1 TR DS-78-10 E-27 Sardis Darn TM 3-2U7 S-63 TR DS-78-20 E-27 Drained Plane Strain TR S-71-2/2 S-83 Deposits TR D-78-13 E-14 Drai.npi.pe Study MP 4-144 S-8 Discharged in the Estuarine Drawpar Pull MP M-70-10 M-9 Environment CR D-76-5 E-25 ™ 3-240/19 M-18 Dispersion TR DS-78-13 E-27 Drawings in \laterways ExperiDisposal Z-12 ment Station Techni~al CR D-74-1 E-25 Reports MP 5-49 t1S-4 CR D-75-1 E-21 Dredge Spoil Z-12 CR D-75-3 E-26 DredgeJ TR 2-755 H-52 CR D-75-4 E-25 Di sr.harge Pipe TR 2-751 H-52 CR D-76-6 E-26 Disposal Activities TR D-77-24/E E-10 CR D-76-9 E-21 Jadwin TM 2-232 H-35 MP D-75-13 E-2 Produ~tion B 3/2 H-1 MP D-76-6 E-23 Spoil R 2-72 CERC-17 MP D-76-15 E-3 TP 76-7 CERC-30 MP D-77-3 E-4 TR H-72-8 H-58 MP H-77-6 H-18 Dre<J;;ed TR D-77-5 E-6 Cutoffs p H-2t> TR D-77-24/A E-9 Material CR D-71~-2 E-23 TR D-77-24/C E-9 CH D-74-8 E-2~ TR D-77-24/G E-10 CR D-75-5 E-24 TR D-77-43 E-13 CR D-76-1 E-24 TR D-78-22 E-16 MP D-74-13 E-2 TR D-78-34 E-17 MP D-74-14 E-2 TR D-78-45 E-18 t1P D-76-17 E-3 TR D-78-48 E-19 MP D-77-2 E-4 TR DS-78-4 E-27 MP D-77-4 E-4 Benthic Assemblages TR D-77-30/C E-11 MP D-78-3 E-4 Community Structure of MP ll-78-6 E-4 Benthic Organisms MP Y-76-3 E-30 MH 33-3 CERC-15 Effluents TR D-77-37 E-11 TR D-74-1 E-5 Impacts TR DS-78-1 E-27 TR D-74-2 E-5 Marsh-Estuarine Ecosystems TR D-78-52 E-19 TR D-76-2 E-5 Models TR D-78-47 E-19 TR D-77-9 E-7 Monterey Bay TR D-77-27 E-10 TR D-77-10 £-'7 Offshore Biota TR D-77-20/ C E-8 TR D-77-18 E-'1 Open Ocean TR ll-78-2 E-14 TR D-77-19 E-7 Reuse Management TR DS·-78-12 E-27 TR D-77-21 E-3 Techniques to Identify TR D-77-18/C E-12 Wildlife Habitat DevelopTR D-77-38/E E-12 went Factors MP D-77-5 E-4 TR D-77-38/F E-12 Upper Mississippi River TH D-77-39 E-12 at Crosby Slough MP D-78-2 E-4 TR D-77-45 E-13 Elliott Bay TR D-77-24/D E-9 TR D-78-5 E-14 Islands MP D-78-5 E-4 TR D-73-6 E-14 TR D-77-23/ A E-8 TR D-78-20 E-16 TR D-78-1 E-13 TR D-73-36 E-13 TR D-78-8 E-14 TR D-78-50 E-19 TR D-78-9 E-14 A4uatic Animals TR D-78-29 E-17 TR D-78-14 E-15 TR DS-78-18 E-28 
29-INDEX 
Term
Term------------------------·--...·---------------------
Dredged ( Cont) Dredging (Cont) Material ( Cont) Frequency TR H-78-5 H-68 Literature Review TR D-77-'B E-11 Practices TR D-78-58 E-20 Marketing CR D-74-7 E-21 Procedures and Operations CR D-76-4 E-23 Marsh TR D-77-23/ Systems for Bea~h Nourishment TR H-76-11/1 H-65 F/II E-9 DRIBBLE MP 6-7Tl C-12 Movement TR DS-78-3 E-27 TR 6-614 C-34 Natural Resource MP D-76-13 E-3 Dr i gh-Road, Karachi , He st Navigation Pool of the Upper Pakistan TM 3-1Wi/126 S-71 Mississippi River TR D-77-31 E-11 Drill MP S-75-17 S-47 Ocean Waters Z-15 Rig B 10 S-1 Open-1-later Disposal Sites TR D-78-7 E-14 B 12 S-1 Overburdens TR D-78-35 E-17 B 13 S-1 Placement Methodology CR D-76-3 E-23 Drive Cylinder IR 2 S-2 Pollution Potential TR DS-78-6 E-27 Drop Processing Operations TR D-77-32 E-11 Structure TR 2-752 H-52 Reclamation and Drainage CR D-74-5 E-22 Cayuga Inlet TR 2-709 H-49 Research Gering Valley Project TR 2-760 H-52 Notes, News, Reviews, etc. IEB D-76-1 Walnut Creek Project TR 2-TlO H-50 thru Table for Consolidating D-76-8 E-1 Cylindrical Concrete IEB D-77-1 Test Specimens MP C-78-17 thru Drum Inlet TR E-73-5 D-77-11 E-1 Dry IEB D-78-1 Dock thru No. 4, Puget Sound Navy Yard TM 189-1 H-:n D-78-9 E-1 YFD-15 TM 219-1 H-35 MP D-73-1 Fill Levee TM 8-1 S-55 thru Ice MP 4-246 S-10 D-73-7 E-2 Season TR M-72-2/1 M-29 MP D-74-1 TR M-Tl-2/1 M-29 thru TR M-Tl-3 M-29 D-74-10 E-2 Drying Rate of Fine-Grained MP D-75-1 Dredged Material TR D-77-10 E-7 thru Dual D-75-12 E-2 Load Generator CR 3-98 S-99 MP D-76-2 E-3 CR 1-99 S-99 t4P D-76-4 E-3 Wheel TR M-'71-8 M-28 Program MP D-73-8 E-2 Duck, North Carolina MR 82-12 CERC-14 MP D-73-9 E-2 Field Research Facility MR 76-6 CERC-10 MP D-74-12 E-2 MR 77-6 CERC-10 Annual Report MR 80-8 CERC-13 1st-3d MP E-2 MR 81-7 CERC-13 4th MP E-3 MR 82-16 CERC-14 Sediments TR D-78-43 E-18 MR 83-4 CERC-15 Separation, Drying, and R 79-12 CERC-21 Rehandling CR D-74-6 E-23 R 83-13 CERC-23 Slurry TR D-78-44 E-18 Ducts with Baffles t4P N-70-3 TR D-78-54 E-19 Dugout MP 1-733 \J-4 Solid Waste Management TR D-77-11 E-7 MP S-68-16 S-27 Subaqueous Disposal Areas TR D-77-22 E-8 PNE 601F \·/-15 Transport Systems TR D-78-28 E-17 PNE 602F H-15 Sediment CR D-77-4 E-23 PNE 609F W-15 TP 80-1 CERC-32 PNE 610F \-1-15 TR D-77-2 E-5 Concrete, Grout, and Shotcrete MP 6-729 C-12 TR D-78-45 E-18 SULKY Craters TM 65-4/A W-20 Movement Tracing in San Dugway Proving Ground t1P 4-976 S-26 Francisco Bay TR N-76-1 \-1-40 TR 3-466/15 S-76 Dredging MP 1-73 CERC-8 DUKFOR CR S-75-14 S-104 MR 82-3 CERC-13 Dulles Test Road TR S-74-10/I S-91 TP 76-15 CERC-30 Duluth TR D-77-20/C E-8 Ship Canal Current Indicator MP 5-28 t4S-4 TR D-77-23/ Superior Harbor MP 2-502 H-7 F/1 E-9 TR 2-616 H-46 TR D-77-27 E-10 Vermillion Study Area MP C-70-9 C-17 Charleston Harbor TR 2-444 H-42 Dune MP 1-62 CERC-36 Disposal MP 1-70 CERC-7 Aquatic Organisms TR DS-78-5 E-27 MP 9-75 CERC-9 Operations CR D-75-6 E-22 
30-INDEX 
Term 
Term''----
-------·-----·----------------
Dune (Cont) MR 77-8 CERC-11 Dvess Air Force Base MP 4-309 S-11 MR 83-8 CERC-15 MP 4-722/2 S-20 R 3-69 CERC-16 MP S-69-50 S-31 R 25-Tl CERC-18 MP S-72-10 S-35 R 26-73 CERC-18 MP S-73-43 S-42 Erosion R 8'-4 CERC-23 Dyke Marsh Demonstrat ton Area, Formation TM 101 CERC-42 Potomac River TR D-76-6 E-5 Re:;toration TP 80-5 CERC-32 TR D-77-13 E-7 Sand MP 6-408 C-6 Dynamic Stabilization CETA 77-4 CERC-2 Air Overpressure Soil Test I~R 76-1 CERC-10 Facility MP S-75-20 S-47 R 78-12 CERC-21 Analysis Z-6 SR 3 CERC-25 Earth Slopes MP S-78-13 S-53 TM 22 CERC-27 Fort Peck Dam TR S-76-1 S-92 Tl1 101 CERC-42 Axisymmetric, Finite Element TP 80-5 CERC-32 Code MP S-76-1 S-48 Duo-Pa~tor MP 4-272 S-10 Bearing Capacity DuPont Plants Effluent Foundations CR 3-'15 S-107 Dispersion MP 2-222 H-5 Soils CR 3-38 S-107 Durability TR 3-599 S-78 Behavior of Prestressed Behavior Con.-,rete Beams TR 6-570 C-33 Piling TR S-69-10/4 S-86 Concrete B 34 C-1 Soils CR 3-91/1 S-117 MP 6-270 C-5 Foundation Investigations MP 4-878 S-23 ™96 CERC-42 High-Pressure Triaxial Test Test for Stabilized Soils CR 3-63/7 S-112 Device TR S-71-15 S-88 Dust MP 3-418 S-14 Alleviation TR 3-507 S-77 Load MP N-77-3 vl-12 TR 1-714 S-82 TR N-73-5 W-38 TR 3-812 S-84 TR N-76-9 vl-40 Alleviators MP 4-819 S-22 MP 3-418 S-14 Cloud Sampling MP 4-977 S-26 Generator CR 2-'35 il-43 Control CR 11-172 S-104 CR 1-97 W-43 CR S-68-7 S-99 Mortar Baseplates MP S-69-14 S-29 CR S-70-4 S-104 Si.mulator CR N-69-2 W-44 CR S-71-2 S-119 Loading CR 1-95 W-47 MP 4-811 S-22 CR 3-26 S-109 tiP S-69-1 S-28 and Film MP M-76-1 M-13 s-110 Materials IR S-72-3 S-3 MP N-68-5 \'i-1 MP S-72-14 S-37 TR N-69-2 W-33 MP S-73-67 S-44 MP S-72-11 S-36 MP S-73-70 S-44 TR N-76-5 \'1-39 Roads and Airfields CR 3-165 S-114 Gravity Dams CR 2-40 W-45 Sy:Jtem CR S-71-9 S-117 Machine MP 3-445 S-14 Thermal Methods MP S-70-27 S-33 TR 3-599/1 S-78 Palliation CR S-68-5 S-99 Model of Lake Michigan CR 2-46 H-71 Palliative CR 3-174 S-119 Mud Flows TR D-78-46 E-19 CR S-69-1 S-116 Passive Pressure Probleto for MP 4-722 S-20 Sand CR 3-26/18 S-110 MP 4-756 S-21 Properties of Mass Concrete CTIAC-23 C-41 Dustproofing Soils MP 3-176 S-8 MP C-77-6 C-24 
TR 3-530 S-77 Response CR 3-26/22 S-111 Dutch Friction-Cone Penetrometer CR S-69-4 S-116 Concrete Arch Bunkers MP N-71-4 W-8 Duwa•nish 
TR N-71-8 W-36 River Z-12 Footings Buried in Sand TR S-69-6 S-85 Waterway Disposal Site TR D-77-24 E-9 Model Dwellings MP N-75-6 W-11 Arch Dam TR N-76-3 W-40 Dworshak (Bruce's Eddy) Dam MP 6-613 C-9 Buried Field Shelter TR N-70-6 W-35 Dve R 2-74 CERC-19 Rectangular Footings TR S-72-6 S-89 Dispersion MP 2-641 H-8 Shear vlall TR N-69-7 \'1-34 TR H-69-12/2 H-55 Simulated Buried Arch to TR H-69-12/3 fl-55 Blast Loading TR N-71-9 ~1-36 TR H-75-13 H-63 Spectra Patterns MP 2-951 H-10 Cohesive Soils CR 3-148 S-109 Time-Concentration Curves TR H-69-12/ Soils CR 3-62 
S-115 2/A fl-55 1'/eapon Found ations CR 3-173 S-116 TR H-69-12/ 3/A H-55 
31-INDEX 
Term Re2_ort No. Term 
Dynamic (Cont) Earth (Cont) Soil Motion (Cont) TR N-7'-4 \V-38 Stress Measurement CR 1-105 11-45 TR N-74-3 W-19 Tests CR 3-26/3 S-110 Movement CR 3-142 S-115 AASHO Road Test CR 4-79 S-105 CR 1-157 S-116 Foss Field CR 4-85 S-105 Penetration MP S-78-15 S-53 Stiffness TR S-75-14/II S-92 Penetrator MP S-75-15 S-47 Stress MP S-77-23 S-52 Strain CR 3-91 S-117 TR S-78-4 S-95 Terminal Delivery Vehicle CR S-75-1 S-102 TR S-78-13 S-95 Testing Physics CR 3-101 S-112 Devices MP S-75-2 S-46 Pressure Ce 11 MP 5-21 I~S-4 Pavements MP 4-348 S-12 Ro"k Mixtures MP S-70-7 S-32 Tests MP s-n-25 S-41 Large Reinforcing Bar Splices TR N-71-2 lv-36 Slopes MP S-78-13 S-53 Model Stress MP 1-885 W-5 Flexible-Arch-Type MP 1-956 1-1-6 Protective Shelter MP N-71-3 H-8 Target CR S-75-1 S-102 Radome Structure MP N-77-4 W-12 Vibration Effects TR S-71-14 S-88 Wheeled Vehicles TR M-68-1 M-25 Wall TR S-77-6 S-94 Dynamically Loaded Earthen Footings on Sand CR 3-52 S-107 Stru"tures MP N-71-8 11-8 Square Footings on Dry Sand TR S-69-3 S-85 Tunnels MP 1-930 1~-6 Dynapactor MP 4-273 S-11 I~P N-71-6 H-8 Earthquake MP S-73-1/7 S-19 · 1\nalvsis Z-6 MP S-73-1/11 S-39 Eagle Lake, Mississippi p A H-26 Assessment MP S-73-1/5 S-39 Earth CR 3-92 S-119 California MP s-n-111 S-19 CR 3-137 S-105 MP S-76-1 S-48 CR 3-139 S-118 Central United States MP S-71-1/1 S-39 CR 3-92 s-119 MP S-71-1/12 S-39 Anchors MP S-69-18 S-29 Effects MP S-71-17/3 S-35 TR S-71-11 S-88 Engineering MP S-73-1/2 S-39 Covered Structures CTIAC-34 C-42 MP S-74-15 S-45 MP C-78-15 C-26 RR S-76-2/7 S-54 Dam Z-1 Generated SH Waves MP S-77-12 S-51 CR S-69-5 S-106 Ground Hot ion 14? S-B-1/14 S-39 CR S-70-7 S-106 Guatemala MP S-9 CR S-71-11 S-107 Hazards in the United States MP S-73-1 S-39 CR S-72-2 S-101 Intensity MP S-73-1/4 S-39 CR S-73-2 S-101 MP S-Tl-1/16 S-39 CR S-77-4 S-102 MP S-73-1/20 s-40 MP S-3~3 Investigations at the DickeyMP S-71-10 S-34 Lin"oin School Damsites MP S-77-2 S-50 MP S-71-17 S-35 Liquefaction Potential at MP S-71-17/3 S-35 Patoka Dam MP S-72-!12 S-33 Constructed of Dispersive Magnitude MP S-73-1/6 S-39 Clays 1·1P 0-76-1 MS-9 Patoka Damsite MP S-72-41 S-38 Criteria Reports Z-2 Records MP S-71-1/8 S-19 Flood Control Outlet \vorks MP H-69-1 H-11 MP S-B-1/9 S-:<9 Embankments MP S-71-17/5 S-35 Resistance MP S-71-17 S-35 TM 37 CERC-28 Series in the Mississippi Masses TR S-76-11 S-93 Alluvial Valley MP S-77-5 S-50 Materials MP M-76-15 M-14 Site Studies TR N-75-3 \i-40 MP S-72-33 S-38 Earthwork TR 12 11-28 MP S-73-58 S-41 East MP S-78-14 S-53 Anglia, England t~P 4-19 H-2 TR S-76-13 S-93 Barre Dam MP 2-293 ll-5 Media CR 3-168 S-108 Beaver Bav Harbor TM 2-295 ll-37 CR S-75-4 S-102 TM 2-295-1 H-37 TR S-73-6 S-89 TM 2-296 H-37 Melting Penetrator System TR S-78-17 S-96 Bran"h Reservoir, Clarion Motion MP 1-673 W-3 River TM 2-125 H-13 TR 1-759 1/-32 Calumet and West Calumet TR N-70-14 11-16 Floodgates MP 3-37 S-5 TR N-71-3 vl-36 TM S-60 TR N-72-2 W-37 
32-INDEX 
Ter!'!,.___________________ 
Rel?,ort No. Term 
East (Cont) Eisenhower Lock MP 6-493 C-8 Culebra MP 6-929 C-15 Slide, Panama Canal TR S-70-9/ TR 6-784 C-35 Suppl S-87 Ejecta Z-15 and West Culebra Slides TR S-70-9/1 S-86 MP M-72-9 M-11 Fortune, Scotland TM 3-14V119 S-71 TM 68-15 W-24 Kirkbv, Lincolnshire, England TM 'l-'343/97 S-70 TR 18 W-28 Lothian, s~otland TM 3-434/119 S-71 Characteristics MP N-76-7 W-12 Pa:;sage, Narragansett Bay TR 2-754 H-52 Effects TM 70-4 H-24 River MP H-69-7 H-11 Impact Parameters CR N-73-2 W-46 TM 125-1 H-32 Measurements MP E-75-3 W-10 Tt1 125-3 H-32 El Adem Air Base, El Adem, Libya TM 3-343/84 S-69 Side Levee and Sanitary El Verde, Puerto Rico MP M-68-3 M-8 Distri~t, East St. Louis, MP M-69-3 M-8 Illinois S-57 Elastic Eatons Ne~k Disposal Site, Constants for Airport Pavement Long Island Sound TR D-77-6 E-6 Materials Z-16 Eau Galle Reservoir TR 2-774 H-52 Constitutive Equation MP S-74-18 S-45 Echo Sounder R 4-1 P-1 Half-Space CR 2-47 W-47 Ecologic Effe~ts of Ejecta MP M-72-9 M-11 CR 2-48 W-47 E'">ologlnal CR 2-51 W-47 Effe~ts of Salinitv Changes CR 2-58 W-47 In Coastal Waters CR H-B-1 H-71 Loop Mobility System TR M-71-1 M-27 Evaluation of Proposed TR M-74-7 M-30 Disr>harge MP D-75-17 E-3 Media MP M-70-6 M-9 Suc"ession and Production in Moduli Z-16 Estuarine Marshes TR D-77-35 E-11 MP 4-577 S-18 Terms MP 2-74 CERC-8 MP 4-933 S-25 Ecologv CR 0-69-1 MS-12 Plastic Pi ;;mo Clams MP 8-75 CERC-8 Constitutive Relation MP S-78-14 S-53 Er.osv~tem TR A-78-2/ MP S-76-2/3 S-54 2/VII M-50 Model Formulations TR S-71-4/1 S-87 t~od eli ng CR Y-77-1 E-35 Soil CR 3-129/4 S-114 TR D-76-1 E-5 Porous Material CR 3-129/1 S-113 Stru"ture TR D-78-3 E-13 Response TR N-69-6 W-34 Eelgrass CETA 82-6 CERC-4 Buried Cylinders in Sand MP 1-810 IV-5 San Diego Bay MP Y-76-2 E-30 Ri.m Wheels TR M-71-6 M-28 Effective Stress CR 3-26/16 S-110 Spheres CR 3-26/19 S-110 Effluent CR D-76-8 E-24 and VIscoelastic Layered TR D-78-16 E-15 Systems MP M-69.,.8 M-9 TR D-78-24 E-16 Wave Energy CR 3-53 S-105 TR D-78-54 E-19 Elasticity of Rock MP C-68-3 C-15 TR DS-78-7 E-2'7 Elastomers MP 4-245 S-10 Delaware River TR 2-457 H-42 Electric Dischar5es in Cooper River MP H-77-14 H-18 Analog Model of the Kansas Di sper .s ion RR H-71-2/II H-28 River MP 2-590 H-8 De1 aware River MP 2-222 fl-5 Meters for Determining Mobile Bay MP H-77-3 H-18 Moisture Content of Fine Quality TR D-77-21/ Aggregate TR 6-1176 C-31 F/I E-9 Electrical TR D-78-18 E-15 Analogy Seepage Model TR 3-619 S-80 Egeria TR M-48 Measuring E:glin Devices MP 3-4:'l2 S-14 Airfield Z-7 MP 3-554 S-17 Air Force Base CR S-69-4 S-116 Equipment TM MS-10 CR 3-70/2 t1-41 Pressure Transducers CR 3-101/5 S-112 MP 4-3/5 S-4 Resistivity Exploration B 33 S-1 MP 4-34 S-5 Stabilization of Fine-Grained MP ~~-110 S-7 Soils MP 3-122/7 S-7 MP 4-722/3 S-20 Electrofishing Survey of the MP M-75-6 M-13 Illinois River CR Y-75-4 E-34 Field Z-13 Electrokinetic CR 3-70/2 M-41 Processes CR 3-73 S-103 No. 9 MP 4-81 S-6 Treatment CR 3-73/5 S-103 Eh, pH, and Salinity TR D-77-40 E-12 Consolidated Soils CR 3-73/4 S-103 Eielson Air Force Base, FairIllitic Soil CR 3-73/1 S-103 banks, 1\laska r~P 4-62 S-5 
'l'I-INDEX 
______________ __________________________..____
~.!'!... 
Term 
Electromagnetic Energy (Cont) Propagation Constants TR 3-691/5 M-23 Flume TM 61-2 H-'10 Pulse Shields MP N-72-7 \'1-9 TM 61-3 H-30 Sensors MP 4-630 M-5 TM 61-4 H-30 Electron Flux MR 81-4 CERC-1i Microscope MP S-75-11 S-47 TP 80-4 CERC-32 Microscopy CTIAC-4 C-40 TP 82-2 CERC-D Electronic Computers MP 2-133 H-4 Losses CETA 82-2 CERC-4 Electroosmotic Partitioning for Partiallv Dewatering of Dredged Material MP D-77-2 E-4 Confined Explosives TM 2-422 \·1-21 Flow CR 3-73/1 S-103 Ri.ver TM 61-1 H-'10 Phenomenon CR 3-73/2 S-103 Settling Tube ™21 CERC-33 Elizabeth River Dike MP H-69-13 H-11 Spectra TP 80-2 CERC-32 Ellerslie MP 3-2 S-4 Spectrum Analyzer TM 58 CERC-12 Elliott Bay TR D-77-24/A E-9 Transmission in Snow RR 1-4 \1-19 TR D-77-24/D E-9 Engineer Ellsworth Air Force Base MP S-73-12 S-40 Horizontal Construction Model MP S-77-17 S-51 Elmerdorf Air Force Base Officers Career MP 9-708 MS-5 Hospital MP 6-761 C-12 Engineering Elutriate MP D-76-18 E-3 Behavior of Pavement Materials TR S-77-9 S-94 Test MP D-76-7 E-3 Challenges of Dredged Material MP D-78-45 E-2 Research MP D-74-11 E-2 TR D-77-3 E-6 Computer TR D-78-45 E-18 Graphics Colloquium MP MS-6 Embankment Z-17 Notes IEB MS-2 CR S-69-8 S-101 MP K-75-3 MS-6 MP 3-383 S-13 MP K-75-4 MS-6 MP S-75-3 S-46 MP K-75-5 MS-6 TM 67-14 vl-22 MP K-75-7 MS-6 TM 90-1 S-56 MP K-75-8 MS-6 Dams CR S-74-3 S-101 MP K-76-1 MS-7 Design TM 3-279/1 S-63 Condition Survey MP C-78-6/1 C-26 Evaluation with Radar Criteria for Use of SlurryMeasurements MP S-78-10 S-53 Type Explosives MP N-78-5 W-11 Found ations CR 3-76-6 S-101 Geologic TM 3-357/A S-72 Investigations PNE 5005 \-1-18 TR S-68-2 S-84 Map Folio TR 5-622/F S-79 Pore Pressures TR 3-722 S-82 Management Conference MP 5-542 MS-5 Protection p 12 ll-26 Materials MP 1-693 W-4 Stability r1P S-77-10 S-51 MP S-77-19 S-51 Emergency Gate MP 2-622 H-8 Measurement Devices, St. Empirical Johns Bayou Floodgate TM 3-425 S-73 Analysis MP S-77-16 S-51 Properties PNE 957 1-1-16 Method MP S-78-5/18 S-52 Cement-Stabilized Soil MP S-77-14 S-51 MP S-78-5/19 S-52 Cohesive Soils MP S-74-20 S-45 Emplacement Craters PNE 5012-I W-18 Nuclear Explosives PNE 5004F W-17 TM 67-3 <1-22 PNE 5004P W-17 Dredged Material TR D-77-18 E-7 TR 10 W-28 Nuclear Craters TR 3-699 S-82 Stemming Load Measurements MP C-75-1 C-22 Oil Shales MP S-78-3 S-52 Emsworth Locks and Dam, Ohio and s~ientific Research at HES IEB MS-2 River MP C-76-8 C-24 MP 0-79-1 Emulsified Asphalt MP 4-44 S-5 thru End 0-73-11 MS-8 Restraint In Cyclic Triaxial MP 0-74-1 Tests CR S-76-1 S-102 thru \iall Designs MP N-68-7 W-7 0-74-5 MS-8 Endochronic Constitutive Law MP 0-74-5 for Liquefaction of Sand CR S-76-9 S-115 thru Energy 0-76-1 MS-9 Dissipation TP 81-1 CERC-31 England MP 4-19 M-12 Dissipator TR 2-620 H-46 TM 3-143 S-69 Buggs Island Dam TM 2-281 H-37 thru Clark Hill Dam TM 2-229 H-35 S-71 Mississinewa Dam Outlet AFB TR 3-679 S-81 Conduit MP 2-536 H-7 Enid Dam TM 2-223 H-35 Santa Paula Creek TR H-7'3-11 H-59 Tr1 3-245 S-61 Storm-Drain Outlets RR H-71-1 H-28 

34-INDEX 
~.!.'!.-----------·------------------Term Enid Dam (Con t) 
S-61 Environmental (Cont)™™3-2503-1109 S-73 Stresses CR 3-36 M-40
TR 2-510 H-43 Studies of Protected Sea-LandEnsley Pumping Station MP 6-715 C-11 Boundary Zones
Entran~e 	CR M-36
and Water Quality Operational
Channel Improvement5 for 
Studies
Ludington Harbor 	TR H-75-14 IEB E-78-1
H-63
Harbor B 2/1 H-1 thru Loss E-78-5 E-36
MP H-68-2 H-10 Enzymatic Materials for Soil
Studies 
TR 2-735/2 H-50 Stabilization
Entrenched Valley of the Lower 	MP S-69-9 S-29
EOSLIB
Red River 	MP E-74-1 W-10
Environment 	™3-298 S-63 Epon-Asphalt Pavement MP 4-388 S-13
CR 3-24/3 H-36 EpoxyMP M-73-15 M-12 AsphaltTR M-70-13 M-27 Airfield Pavements MP 4-704 S-20TR M-73-2 M-29 Concrete
Analysis 	TR 3-638 S-81
Demolition A~tivities CR 3-15 M-35 	Pavement MP 4-483 S-16
MP N-7'3-6 '<1-9
Military Operations CR 3-24/4 M-36 	MP 4-537 S-17
Patrick Air Force Base MP 4-466 S-15CR 1-24/5 M-37 Grout MP C-69-14 C-17
Terms 	CR 3-2417 M-37 Polyester Resin Concrete TR C-69-4 C-36
PSTIAC-1 M-34 Resin 	TR 6-521 C-31
EnvironmentalAnalysis and Asses:;ment of TR C-71-1 C-37 the Mississippi. River 9-Ft TR C-71-2 C-37Channel TR Y-74-1 E-32 Erding Ai.r Base S-53
EQS User's Manual MP S-78-13 Baseline ™3-343/30 S-67
Erosion Z-14
Data 	TR r1-76-11 M-32 Abatement
Descriptions TR M-77-4 M-33 MP 7-75 CERC-8Chara,-,teristic,s TR 76-2 CERC-34
MP M-70-5 M-9 	Control 
CETA 32-3 CERC-4
MP M-73-9 M-11 MP H-73-6 H-13TR M-72-2 M-29
Chara,-,terization TR M-71-3 M-28 MR 79-2 CERC-12 Conditions R 78-2 CERC-20
CR D-74-4 E-21 	ARES Facility, Kirtland Air
Data 
IR 6 M-1 
Force Base MP S-72-27 S-37IR 10 M-1 Evaluation and Demonstration Z-3
MP M-77-5 M-15 
thru
TR 5-622 S-79
Descriptions of Ranger Z-6 
Training Areas IR H-77-1 H-3

CR 3-'70 M-41 Damage 	CTIAC-40 C-42Effe~ts on Microsei.smic Wave 
Structures
Propagation MP S-7'!-53 S-43 Rates TR C-78-4/2 C-39Element in Military Operations CR 3-211/2 M-36 Resistance CETA 79-2 CERC-2 Factors in Thailand TR 3-681/1 
M-22 Concrete 
MP C-78-4/3
Impact TR D-78-45 E-18 	C-39
Materials on Concrete TR C-76-2 C-38Dredged Material Disposal MP D-78-? E-4 Watersheds
Mar3h Development with 	TR M-77-4/4 M-33
ERTS 
R 3-74 CERC-19
Dredged Material TR D-77-23/C E-8 1Inventorv and Assessment MR 76-2 CERC-10
R 5-73 CERC-17
Illinois Waterway 	MP Y-74-1 E-29 A
Mississippi River 9-Ft 	R 18-73 CERC-18
Water Data Transmitter TR Y-77-5
Channel 	E-'33
MP Y-72-3 E-29 Esenboga Airport
Navigation Pools 	CR Y-75-1 E-34 Eskisehir Air Base ™3-343/70 S-69 CR Y-75-2 E-35 
TM 3-343/71 S-69
CR Y-75-3 E-34 ESSEXCR Y-75-4 E-34 -DIAMOND ORE MP N-73-8 W-9TR Y-75-1 E-32 RESEARCH PROGRAM \-1-10
TR Y-75-2 E-32
Management IR M-78-2 M-1 	thru
W-13

NP M-75-1 M-12 CR N-77-2 W-48TR M-74-8 M-30 MP N-78-8 W-13TR M-74-8/2 M-31
Maps TR N-76-10 	\-1-41
TR r1-74-2/B M-30
Modeling MP 1-972 W-6 TR N-77-3 W-41 
Quality TR N-77-4 \-1-41 
Management of Military TR N-78-2 W-42 
Installations TR M-76-10 M-32 TR N-78-3 W-42 
Research Program Development TR E-78-1 E-37 ESSEX VI TR N-78-5 \-1-42

TR N-75-4 W-40
I 
MP M-75-3 M-13TR N-77-4 M-41 
35-INDEX  
Term  Ter_!ll___________________  ~-e__  
ESSEX  (Cont)  Evaluation  
I  (Cont) Cratering Sites  TR  N-76-4  M-40  Existing Bank Protection  INR  3  Z-4  
Phase  MP  N-76-15  \o/-12  INR  4  Z-4  
1  MP  N-77-2  W-12  INR  5  Z-4  
and  2  MP  N-78-3  \o/-13  INR  7  Z-4  
Test  Site at  Fort  Polk  TR  S-75-3  S-91  INR  8  Z-5  
2  MP  N-76-11  W-12  INR  9  Z-5  
~1P  N-76-12  W-12  INR  10  Z-5  
MP  N-78-8  1-1-13  INR  11  Z-5  
Mobility Experiments  MP  N-76-7  M-14  Projects  /H  Z-4  
3  MP  N-77-1  \o/-12  Remote Sensor Performance  TR  M-76-8  M-12  
MP  N-78-2  \o/-13  Rigid  and  Flexible Materials  
MP  N-78-9  W-13  for  Bank  Protection  INV  2  Z-5  
Event  TR  N-78-3  W-42  Spray-On Stabilizers for  
II  TR  S-78-3  S-96  Bank  Protection  INV  1  Z-5  
III  TR  N-76-10  W-41  Three Side  Channels  CR  Y-74-1  E-.14  
v  CR  N-77-2  W-48  Evaporation  
Model  Structures  TR  N-78-2  W-42  Lake  and  Land  Pans  MP  H-68-4  H-10  
Essex Estuary Estuarial  MP  1-74  CERC-8  Reduction by  Chemical  Films  TM MP  5-475  MS-10 MS-'5  
Sediment  TB  7  Z-10  Event  
Transport  TR  D-77-12  E-7  Dial  Pack  TR  N-71-8  W-36  
Shoaling Processes  TB  19  Z-11  DICE THROW  Mobility Experi 
Estuarine  ments  MP M-77-12  M-15  
Ecosvstems  TR  D-78-1  E-B  MINE  UNDER  and  MINE  ORE;  
Environment  CR  D-76-5  E-25  Ejecta Studies  MP  N-69-2  W-7  
Fish  TP 76-20  CERC-31  Everett Dam  Spillway and  
TP 77-3  CERC-31  Discharge Channel  MP  2-403  ll-6  
Islands  TR  D-78-17  E-15  Evreux-Fauville  Air  Base  Tt1  3-34"3/18  S-67  
Marshes  TR  D-77-35  E-11  EWQOS  IEB  E-73-1  
Models  RR  H-75-2  H-29  thru  
Navigation Projects  TB  17  Z-10  E-73-5  E-3G  
Plankton  MR  76-1  CERC-10  Excavated  or  Combination  
Sedimentation  TB  8  Z-10  Channels  TM  66-11  W-21  
Shoaling Analysis Water Resources Planning  TR TB  H-78-5/2 15  H-68 Z-10  Excavation Design of  a  Transisithmian  
Estuary  MP  1-74  CERC-8  Sea-Level  Canal  TR  6  W-28  
MP  2-332  H-6  Methods  TR  12  W-28  
MP  H-72-4  H-13  Nuclear  Explosives  MP  2-491  W-2  
MR  81-5  CERC-13  Exchange Program in the Field  
R  25-73  CERC-18  of Polymer  Concrete  CTIAC-15  C-42  
R  26-73  CERC-13  Executive Overview and  De 
TB  2  Z-9  tailed  Summary  TR  DS-78-22  E-28  
TB  5  Z-9  Exhaust  
TB  20  Z-11  Blasts  MP  S-73-61  S-ll 3  
TM  2-374  H-40  F-lOOA  Aircraft  MP  4-91  S-6  
TR  D-78-9  E-14  Exit  Report  MP  0-P,-7  MS-8  
TR H-72-2  H-58  Expanded Lightweight Aggregates  MP  6-183  C-4  
Canals  TB  16  Z-10  TR  C-70-2  C-37  
Entrance,  Umpqua  River  TR  H-70-6  H-56  Expansion  
Model  MP  6-669  C-10  Concrete  TR  6-627  C-34  
RR  H-71-2/II  H-28  Alkali-Aggregate  Reaction  MP  6-345  C-6  
RR  H-75-3/1  H-29  TR  6-481  G-31  
Tide  Calculation  TB  9  Z-10  Expansive  
Etain-Rouvres Air Base ETCO Consolidation Device  TM MP  3-343/52 3-47817  S-68 S-15  Cement  CTIAC-8 MP C-70-21  C-40 C-18  
Etimesut Air EUCLID Code  Base  TM TM  '3-'343/69 67-6  S-69 1-1-22  MP TR  C-72-22 C-74-6/l  C-20 C-38  
Eufaula  Dam  Spillway  TR  2-575  H-45  Concrete  MP  C-69-8  C-16  
Eurasia  CR  3-27  M-42  Clay  Z-17  
Eurasian Water Milfoil  TR  M-48  Soils  MP S-69-24  S-30  
Europe Scenarios  MP M-75-4  M-13  11P S-P.-28  S-41  
European  Concrete,  Jonesville Lock  Z-2  
Dredging Practices  TR D-78-58  E-20  Materials  Z-17  
Research  Institutions  MP  S-38  
Waterways  TR M-70-12  M-27  

16-INDEX  
~!11--------------------------- _Re gor t__No.  Ter~--------------------- 
Expansive (Cant)  Explosion (Cant)  
Soil  Z-17  Produ~ed  
Z-18  Crater  TM  65-8  1-1-20  
MP  S-1.1-17  S-41  Ejecta  Characteristics  CR  N-77-2  W-48  
Foundations  TR S-76-8  S-93  MP  N-76-7  W-12  
Highwav Subgrades Expedient Field Fortifi~aticns  MP TR  N-74-7  S-47 W-19  Damage to Deep Unlined Openings in Rock Granitic Ro~k Ejecta  TR MP  l-695  W-31 W-11  
Ground Surfa0ing Methodology for Identifi~ation of Potentially Expan:;ive Soils Ramp:; Rei~for~ement for Con~rete  MP MP TR  4-196 4-966 C-69-1  S-14 Z-17 S-26 C-16  Water Plumes Salt-Water Barriers Sandstone Shallow Hater  TR MP TR MP TM TM  N-72-4 2-370 N-77-6/1 2-103 2-406  H-37 W-2 \i-41 \V-2 Vl-27 Vl-27  
Surfa~ed Airfield  Fa0ilities  IR S-1.1-l  S-1  Soil  TR  N-77-6/2  1·1-41  
Sur fa~i ng Drainage Materials Te~hniques for  Strengthening  TR ·3-812 MP S-69-ll MP 4-304/l  S-84 S-29 S-21  Test Program Pseudo Models of Underwater Storage Containers  MP TR MP  1-689/2 N-77-6 1-689/1  W-3 vl-41 11-1  
Floor Joist Systems Triggering Screens Upgrading of Existing Stru~tures for Fallout  MP MP  N-75-6 N-76-3  \-1-ll \-1-12  Sevier Bridge Reservoir Tundra Ice Underground Launch Cell Water Sur face  TM CR MP TR  2-397 2-71 1-792 N-70-9  W-27 W-47 W-4 W-36  
Protection  TR  N-78-l  W-41  Explosive  MP  11-12  
Experiment  Station WaterRhed  TM  33-2  MS-10  
Experimental Ex0avation Program Hydraul i~s Predi~tion in Hydrauli~s  TR B MP  E-75-2 28 2-140  W-39 11-2 H-6  MP MP MP  2-491 E-74-6 N-77-5  W-2 W-10 H-13  
Study of ~1odel Deep Exploration Alluvial Terrain  Beams  MP MP  N-63-3 S-77-24  li-7 S-52  PNE 5004F PNE 5004P TM 69-12  W-17 W-17 W-24  
Equipment for Military Constru~tion  TH  1-600  S-79  TM TR  2-422 E-73-2  L·/-27 W-18  
Explosion  CR t4P  S-77-2 2-424  S-119 W-2  Charges Comparison Tests  MP MP  l-663 N-76-3  W-3 W-ll  
t4P  2-490  W-2  Cratering  CR  W-44  
MP  2-529  W-1  TM  65-9  \-1-20  
MP  1-885  11-5  TM  69-11  1-1-24  
MP  N-68-1  H-6  Detonation  MP  N-71-6  \o/-8  
TR  2-418  \·/-30  Ditching with TNT  I~P  N-77-7  W-13  
TR  2-615  \i-30  Excavation  MP  E-72-l  vl-8  
TR TR  1-665 M-76-2  lo/-31 M-31  TM TM  69-5 70-3  \i-24 \-1-24  
TR  S-73-6  S-89  TM  70-13  W-25  
TR S-73-3  S-95  TM  71-l  W-25  
Air-Water  Interfa~e  HP  1-814  TM  71-3  1;/-25  
TR  1-771  ll-32  TM  71-4  11-25  
Cell  TR CR  N-6':)-1 3-149  \·/-34 S-116  TM TM  71-9 72-2  \·/-25 W-26  
Damage Dam:>  to  Con'"!rete  Runways  TR MP  2-467 1-972  W-30 \o/-6  Harbor  in  Coral  TR TR  E-72-32 E-72-23  \·1-38 li-37  
Deep Hater  CR TM TR  1-167/I 2-427 1-647  W-48 \o/-27 li-30  Moon Railroad Research  Cuts  TM TR MP  70-4 E-74-1 E-72-11  W-24 \-1-39 W-9  
Device  CR  3-lil9  S-ll6  Laboratory Projects  MP  E-74-6  W-10  
Dry Sand Generated  HP  2-524  W-1  Saturated Sand SERGIUS NARROWS  TR TM  E-71-5 71-11  W-38 W-25  
Hater Surface i/aves ';/ave Effects in Inland Water rw  l-741  W-4  Technology Test Sandstone and  Shale  TR TM TR  21 71-12 E-73-1  W-29 '11-26 1-1-38  
ways Harbor  Areas  MP TR  N-72-8 N-69-4  \i-9 \i-311  Experiments Fallout Shelter Building  MP  N-72-10  \i-9  
Rock  Masses  CR  1-170  J/-44  Program  CR  2-65  W-47  
Granite  TR  N-73-2  W-38  CR  2-76  \-1-47  
Gravity-Type Dams Indu~ed Sho~k Waves  TR MP  2-472 2-399  \-1-10 ~/-2  Lunar Applications Project ESSEX Quarrying  TR MP TR  25 E-74-4 11  W-29 W-10 1-1-28  
Systems Tactical  Structural  Targets  MP MP  N-76-9 N-78-5  W-12 W-13  

17-INDEX 
Ter_!ll__________________________ _ 
~---------------------
Fatique Failure Analyses CR 3-145/2 S-100
Explosive (Cont) 
Tests MP 0-70-2 Fault MP S-77-8 S-51 
TR 1-649/3 Earthquake 
Airport Lockers TR N-76-11 Engineering MP S-71-1/2 S-19 
t1agni tude MP S-73-1/6 S-19

Explosively 
Created Ground Shock Faulting in the Lower Phenomena MP N-76-10 W-12 Mississippi Valley TM 3-111 S-64 Fauna TR D-78-15/B E-15
Produced Craters in Soil 
and Rock MP S-69-14 S-30 Mississippi River Floodplain CR Y-74-1 E-14 
Exposure TR 6-546/0 C-32 Feasibility 
Extruded Aluminum Landing Mat MP S-74-14 S-45 Pinto Island MP D-77-1 E-4 
Extruders and Fabricators MP 4-954 S-25 Study 
Exxon Test Program TR H-78-17 H-69 Earth Melting Penetrator 
System TR S-78-17 S-96 
Numerical Tow Model MP H-78-11 H-19 
Federal 
F-lOOA Aircraft MP 4-91 S-6 Republic of Germany MP N-76-13 W-12 

F5A Austere Field Test MP 4-701 S-20 	Structures Test Program TR N-77-2 ~~-41 
F. E. Warren Auxiliary Sites HP 6-585 C-9 	Water Pollution Control Act 
Fabric MP S-78-17 S-53 Amendments of 1972 MP D-76-17 E-3 
Analysis of Undisturbed Sands TR S-78-11 S-95 FED IT MP K-71-1 MS-5 
Bi.tuminous Surfaces for Use 

Felker Armv Airfield MP S-74-27 S-46 in MESL Construction MP S-76-14 S-49 TR 1-1166/6 S-75 Pavements Z-16 
Felsenthal Lock and Dam MP 3-696 S-20 
Factor Analysis CR 3-2417 M-37 MP 6-718 C-12 
Fenestra Landing Mats MP S-69-17 S-29

. Failure 
Criteria for Flexible Ferrells Bridge Dam TR 3-518 S-77 Airfield Pavements HP 4-260 
S-10 Ferris Wheel Series, Flat Top Event MP 1-896 W-5
Footing-Supported Buried 
Stee1 Arches MP N-70-2 

W-7 I Event, Grouting Support 	MP 6-834 e-n TM 71 CERC-40
Slopes 	TR 29 \1-29 Fetch 
t1-2 Width 	TM 70 CERC-40
Fairbanks, Alaska MP 4-135 
Fairchild, Washington HP C-69-12 C-17 Fiber 
Fairford, Gloucestershire, Glass 

England TM 3-343/98 S-70 Membrane Surfacing 11P 4-714 S-20 
Fall River Dam 

TM 2-230 H-35 Reinfor0.ed Resins MP S-71-19 S-15 
Fallback TM 68-15 W-24 

Rein forced TR 18 W-28 Cement and Concrete CTIAC-21 C-41 Materials MP 3-974 S-26 
CTIAC-25 C-41 
Slopes TR 14 1~-28 CTIAC-39 C-42 
Fallout 

CTIAC-43 C-43 Collection Program PNE 527 W-15 CTIAC-48 C-48 Field TM 66-4 H-21 
MP C-76-6 C-23 Patterns 
TR 19 W-29 Concrete CTIAC-10 ~~-40 Predict ion TM 65-5 W-20 
MP C-74-3 C-21 TM 65-10 W-20 rw c-78-5 C-26 TM 66-2 W-20 HydraulIc Structures CTIAC-15 C-110 TR 22 1-1-29 MP C-75-1~ C-23 Protection TR N-78-1 \·1-41 Structure MP C-74-11 C-22 Shelter Building Program CR 2-65 W-47 DCA-1295 MP S-75-21 S-47 CR 2-76 \-1-47 Resin Depositor MP 4-196 S-14 Simulation TR E-73-6 W-38 Fibrous TR E-74-1 \1-39 Concrete TR S-74-12 S-91 Tritium TH 70-8 W-25 
Screens RR H-72-2 H-28 
F~lls Lake Water-Qualitv Study MP H-76-6 H-16 Field 
Far East; Canal Zone Analogs IX CR 3-30/IX M-43 Demonstration of Shrimp 
Farley Nuclear Containment Mariculture TR D-78-51 
Structure MP C-74-2 C-21 Fortifications TR N-74-5 
Farm Creek, Illinois TM 2-355 :-J-19 TR N-74-7 
Farmdalian Substage MP Y-77-1 E-30 Inspection 
Fast Bank Protection Measures on 
Fix C-1 Cement CR C-71-1 C-46 the Upper Yazoo River INR 4 Z-4 
Setting Cement CTIAC-1 C-40 Fisher River Channel INR 11 Z-5 
MP C-73-1 C-21 Mill CreeK Midfloodway 
Fat Clay CR 3-26/10 S-110 Gabion Barrier INR 9 Z-5 
CR 3-26/16 S-110 Morameal Revetment on the 
TR 3-545 M-20 Red River INR 7 Z-4 
TR 3-565/1 M-20 Sites 
Ohio River Division INR 8 Z-5 

18-INDEX 
Term 	Term
----------------·---------------
Field (Cont) Fine (Cont) 
Inspe~tion (Cont) Grained ( Cont) 
Sites (Cont) Dredged Material MP D-77-4 E-4 
Missouri River Division INR 10 Z-5 

MP D-78-3 E-4 
St. Paul and Rock Island 
TR D-77-10 E-7 
Districts 	INR 2 Z-4 
TR D-77-19 E-7 Vicksburg District in the Con fined Disposal Areas TR D-77-16 E-7 Upper Yazoo Basin INR 5 Z-4 Containment Areas TR D-78-56 E-19 Yazoo River INR l Z-4 Layered Soils TR M-75-1 M-31 
Mixing of Bulk Explosives 	MP N-77-5 W-13 Soi.l 
CR 3-152 M-45 Moi.sture Content Investigation TM 3-401 S-73 MP 3-12217 
S-7 
Performan~e Investigation MP S-69-26 S-10 MP 4-441 M-3 Stations TR t1-77-4/2 M-33 MP 4-477 M-4 Vibratory Techniques MP 4-577 S-18 MP 4-879 M-6 
Fighter Aircraft MP S-70-24 S-31 MP M-73-2 M-11 Fighting Hole Cover Designs TR N-76-6 W-40 TM 3-240118 M-18 Fill MP S-73-7 S-40 TM 3-331110 M-19 Material MP D-76-17 E-) TR 3-639 M-21 TR D-77-29 E-10 TR 3-652 M-21 Strength CR S-76-6 S-101 Layers TR S-74-9 S-91 
Filling and Emptying Under High-Speed Tire Characteristics Loads TR 3-652/7 M-21 
Barge Canal Lock, Sands TR S-78-2 S-95 Sacramento River DeepSilty Sand CR 3-26/11 S-110 Hater Ship Channel TR 2-556 H-44 F'ini te 
Calumet River Lock TR 2-497 H-4) Difference MP S-7)-5/1 S-89 System MP H-75-7 H-15 TM )2 CERC-27 Bay Springs Lock, TenneTR S-73-5/1 S-89 
ssee, Tombigbee Waterway TR H-78-19 H-69 Element TR S-73-4 S-89 Cannelton Main Lock TR 2-'713 H-49 Analyses Cordell Hull Navigation Dams CR S-71-6 S-101 
Lock 	TR 2-739 li-51 Port Allen and Old Rover 
Dardanelle Lock TR H··69-5 H-54 Locks CR S-69-6 S-101 Jone'-lville Lock TR 2-678 H-48 Slopes Low-Lift Lock,, Arkansas Jointed Rock CR S-68-3 S-100 
River TR 2-7113 H-51 Soil CR S-68-6 S-101 M~Alpine Lock TR 2-778 H-52 Stresses and Movements M~Narv Dam Lock MP 2-146 H-4 Birch Dam CR S-76-2 S-101 
Medium Lift Locks TR H-77-7 H-66 Embankments CR S-69-8 S-101 Mi.llers Ferry and Jones Transverse Cracking CR S-74-3 S-101 Bluff Lo~ks TR 2-718 H-50 Analysis New Atchafalaya Basin ProtecBankhead Lock TR H-72-6 ll-58 tion Levees Poe Lock TR 2-561 H-44 MP S-69-53 S-31 Ship Lock, Mississippi Buried Cylinders TR N-72-7/1 \-1-37 
River-Gulf Outlet TR H-78-16 H-69 Columbia Lock Pile Old River Navigation Lo0k TR 2-549 H-44 Found at ion TR S-74-6 S-90 Port Allen Navigation Lock TR 2-500 H-43 Consolidation in Zoned 
Filter 	Dams CR S-77-4/II S-102 
Cloth 	MP S-69-46 S-31 North Fork Dam ~1od el t1P N-75-2 ~1-10 t1P S-70-2 S-31 Reinforced Earth Wall TR S-77-6 S-94 R 21-4 P-4 Code CR N-70-1 Vl-44 R 21-5 P-4 MP S-75-5 S-46 TR S-72-7 S-89 MP S-76-3 S-48 
Enid and Grenada Dams 	TM 3-245 S-61 Grids MP N-76-2 W-11 
Experiments TM 3-160 S-72 Method CR S-69-5 S-106 Fabrics Z-16 MP 5-905 MS-5 Requirements for Underdrains Tt1 183-l S-58 MP K-74-3 MS-6 Stability Tests on Mud MP K-75-6 MS-6 
Mountain Dam TM 3-248 S-61 t1P K-77-4 MS-7 Filtering Systems CR D-76-8 E-24 MP K-77-5 MS-7 Filtration Systems TR D-78-5 E-14 MP S-72-2 S-36 Fine MP S-73-63 S-44 
Aggregate MP 6-416 C-7 MP S-76-21 S-50 Grading TR 6-544 C-32 SMIAC S-98 
Grained TR S-73-5/1 S-89 Cohesive Soils MP S-76-11 S-49 Procedure MP S-75-7 S-46 Deposits HP 3-818 S-22 
39-INDEX 
~e__
Term Report No. Term 
Finite (Cont) Flexible (Cont) Element (Cont) Pavement (Cont) MP 4-202 S-9 Program CR S-76-13 S-104 MP 4-360 s-n MP K-73-3 MS-6 MP 4-470 S-15 MP K-73-4 MS-6 MP 4-486 S-16 MP K-74-1 MS-6 MP 4-487 S-16 Study MP S-72-15 S-37 14P 4-494 S-16 Fire Island Inlet MP H-77-12 H-18 MP 4-550 S-17 TR H-69-16 H-56 MP S-69-'33 S-'30 Firestone 
MP S-71-18 S-35 Panels 512 and 5108 MP 4-525 S-17 MP S-73-69 S-44 Tar-Rubber Test Pavement MP 4-707 S-20 TM S-72 Fish CP A-77-2 M-52 TM '3-'323 S-65 MR 80-1/I CERC-12 TR 3-587 S-78 MR 81-5 CERC-13 TR 3-610 S-79 TP 76-20 CERC-31 Airports TM 213-1 S-60 TP 77-3 CERC-31 Analysis MP S-71-63 S-114 TR A-78-2/ Behavior TM S-60 1/II M-49 Design MP 4-61 S-5 TR A-78-2/ TM S-60 2/II M-50 TR 3-721 S-82 TR D-77-24/A E-9 Pipe MP IJ-364 s-n TR D-77-30/E E-11 Flexure MP 6-609/2 C-9 Aquatic Plant Control TR M-48 Flint Lock MP C-69-7 C-16 Assemblages TR D-77-6/D E-6 Flip Habitat CR Y-74-1 E-24 Bucket MP H-71-1 H-12 Fisher Pine Flat Dam TR 2-511 H-4'3 River Channel Realignment INR 11 Z-5 CODE TM 65-10 W-20 Vehicles MP 4-743 M-5 Flivver Site rw 3-895 S-24 Fishery CR Y-74-4 E-35 Floating TR D-77-42/A E-12 Breakwater MP 2-648 H-8 Compartments CR Y-77-1 E-35 MR 82-4 CERC-13 Fishtrap Dam MP C-76-'3 C-23 MR 82-5 CERC-14 Fissures TR 6-437 C-31 TM 99 CERC-42 Fitler New Levee Unit TM 53-1 S-55 TP 76-17 CERC-30 Fixed-Bed 
TP 82-4 CERC-33 14odel GITI 18 CERC-6 Oak Harbor TR H-71-3 H-57 River Models MP 2-406 H-6 Tire Breakwater CETA 79-IJ CERC-2 Flared Outlet Transitions RR H-72-1 H-28 TP 78-3 CERC-32 Flash 
Flocculation TB 19 Z-11 Floods CETA 78-1 CERC-2 Flood 148M 12-1 H-22 Tracks Tow r4P 5-226 MS-4 MBM 12-2 H-22 Flat 
MBM 13-1 H-22 Plate MP N-68-4 W-7 MBM 14-1 H-22 Slope TM 68-5 W-23 MBM 14-2 H-22 Array Experiments TM 68-9 W-23 MBM 15-1 H-22 Experiments TM 68-10 W-23 MBM 15-2 H-23 Top MBM 29-1/A-H H-23 Event MP 1-896 W-5 MBM 31-4 H-2'3 I Event HP 6-834 C-13 MBM 43-1 H-24 Flex-Trac MP 4-412 M-3 MBM 44-1 H-24 Flexible MBM 86-1 H-25 Airfield Pavement MP 2-374 <1-2 MP 4-175 S-8 MP H-69-9 H-11 MP 4-260 S-10 April 29, 1936 TM 78-2 MS-10 MP S-73-66 S-44 Control 8 2/2 H-1 TM 3-349 S-71 TR H-75-18 H-63 TR 3-529 S-77 Chagrin River TR H-70-11 H-56 TR 3-548 S-78 Denison Dam MP 2-31 H-4 Junctures MP S-76-19 S-49 Detroit Dam TM 2-302 H-38 Airport Pavements TR S-75-17 S-92 Enid Dam TR 2-510 H-43 TR S-77-8 S-94 Keystone Dam TR 2-555 H-44 Arch-Type Protective Shelter MP N-71-3 W-8 Mel vern Dam MP H-7'1-5 H-18 TR 1-768 W-32 Summersville Dam MP 2-988 H-10 Highway Pavements TR 3-582 S-78 Lower Colorado River TR 9 Z-9 Materials for Bank Protection INV 2 Z-5 Pavement Z-7 8 29 S-1 MP 4-180 S-8 
40-INDEX 
_
~m
TerEJ____________________ 
Flood (Coot) Flow (Cont) Control ( Cont) Curved Channels R 1-109 Z-13 Project Lines MBM 31-9 H-24 Alexandria and Arlington Lower Ohio River TR H-77-18 H-67 County TR H-75-19 H-63 MBM 31-9 H-24 Allentown, Pennsylvania TM 2-376 H-40 Model MP S-70-311 S-32 Anacostia River TR 2-434 H-42 Open Channels MP 2-498 H-7 Hoosi~ River ™2-338 H-38 Over 
™2-338/2 H-39 Boundaries CR 2-124 H-71' ™2-339 H-39 Deflecting Walls MP S-69-25 S-30 Johnstown, Pennsylvania ™2-303 H-38 Patterns MP S-75-24 S-47 Kalamazoo River TR 2-465 H-42 
MP M-76-10 M-14 Lytle and Warm Creeks and Slides R 12-16 P-3 Santa Ana River TR H-75-7 H-62 Flowline Study, Mississippi Pearl Citv, Hawaii TR H-75-3 H-61 and Illinois Rivers MBM 31-5 H-23 Rondout Creek Basin TR H-74-2 H-60 Flowmeter MP 5-83 MS-4 \loonso0ket, Rhode Island TR 2-468 H-42 TR 2-810 H-53 now:; MB~l 81-4 H-24 Flui.d Mud Dredged Material TR D-78-40 E-18 TR H-76-11 H-64 Flume RR 2-1/1 H-27 Heights MP H-77-7 H-18 TM 4-4 H-30 Insuranl"'!e TR H-74-3 H-60 ™61-2 H-30 TR H-75-17 H-63 TM 61-3 H-30 TR H-78-26 H-69 ™61-4 H-30 May 6, 1935 TM 78-1 MS-10 TP 77-4 CERC-31 
Missouri and Kansas Rivers ™1-2-1 H-31 TR D-78-34 E-17 ™1-2-2 H-31 Tests TM 99-1 H-31 Protection Mississippi River Revetment R 2-4 P-1 Brady, Texa:; ™2-270 H-37 Flushing Studies, Victoria Cwnberland, Maryland TR 2-448 H-42 Channel MP 2-812 H-9 Prattville, Alabama Tt4 200-1 H-34 Flux Characteristics of a Routing !113M 24-1 H-23 Dredged Material Marsh TR D-77-23/ E-9 Lower Ohi<) River MP H-7'-3 H-13 F/II Floodgate MP 3-37 S-5 Fly Ash CTIAC-63 C-44 
S-60 	MP 6-123/8 G-3
™ 
Tt1 3-425 s-n MP 6-473 C-7 TR 3-451 S-711 MP C-76-5 C-23 Floodplain GR Y-74-3 E-34 ™6-419/5 
C-29 MBI4 92-1 H-25 
TR 6-541 C-31 Animals GR Y-75-2 E-35 TR 6-583 C-33 now RR H-77-1 H-29 TR 6-627 C-34 Flysch Formations MP 3-561 s-18
Floodwall Z-14 B 11 S-1 Foamed MP 6-184 C-4 Plastics MP S-71-24 S-35 MP 3-140 S-8 Sulfur CR 6-87 
C-46 TR 3-477 S-76 Foggia Memphis, Tennessee TR 3-453 S-74 Amendola Airfield TM 3-343/40 S-67 Main Airfield TM 3-343/39 S-67
Floodwaters 	MP C-78-16 C-26 
p R H-26 Folsom Dam TM 2-369 H-40 
Floodw;,y MBM 31-1 H-23 Footing CR 3-74 S-107 
11BM 31-6 H-23 

CR 3-115 S-114 p G H-26· CR 3-129/2 S-113 S-60 CR 3-146 S-114
™ 
H-41 	MP 3-418 S-14
™2-429 
Flora 	TR D-78-15/B E-15 TR 3-793 S-84 
Dredged Material Sites TR D-77-31 	E-11 Air-Dry Sands TR M-70-14/1 M-27 E-34 Buried in Sand TR S-69-6 S-85
Mississippi River Floodplain GR Y-74-3 
TR 3-599/5 S-79
Florida 	CR M-36 Clay 
MP 4-829 

M-6 TR S-68-8 S-85 TR Y-78-2 E-33 
TR S-72-6 S-89 Cohesive Soils TR M-70-14/3 M-27
Everglades GR 3-72 	M-37 
TR S-69-3 S-85
Water-Control Proje~t TR 2-633 H-47 Dry Sand 
Flotation MP 4-923 S-25 

Elastic-Plastic Soil CR 3-129/4 S-114 ™0-4 MS-10 Frenchman Flat Silt MP 3-572 S-18 Loader CR 3-99 S-99
Flow 
3-52 S-107
Characteristics GR 2-116 	H-72 Sand CR 
TR S-70-3 S-86
Computations TR H-77-18 	H-67 
TR S-71-14/2 S-88
Conditions TR H-77-3 	H-66 
Soft Clay TR 3-599/4 	S-79
Control Plan for the Chesa
~eake and Delaware Canal MP H-74-10 H-14 

41-INDEX  
~m--------------- Term  ------------------ 
Footing (Cont)  Fort  (Cont)  
Tests  MP  3-445  S-14  Peck  (Cont)  
MP S-68-12  S-27  Dam  (Cont)  TM  185-1  H-31  
TR  3-599/1  S-78  TM  2-402  H-41  
TR  3-599/2  S-79  TR  S-76-1  S-92  
Vibrations  TR 3-599/3 TR S-71-14/3  S-79 S-88  Embankment Tunnel 4  TM TR  68-3 2-520  \1-23 H-43  
Vibratory Loads  CR  3-88  S-114  Power  House  Penstock  TM  206-1  H-34  
Footsteps  MP M·73-12  M-11  Polk  Z-7  
Forbes Air Force Base  MP S-73-44  S-42  MP  N-76-3  r/-11  
Ford,  Sussex, England  TM  3-3431122  S-71  TR  S-75-3  S-91  
Forecasting Wind-Generated  Sea  TM  43  CERC-39  Army  Air field  MP  S-72-24  s-:n  
Forest  TR  3-'1661>  S-75  
Hill  Formation  MP  6-916  C-14  Randall  Dam  TR  2-4'35  H-42  
Lands  MP M-72-7  M-10  TR  2-528  ll-41~  
Stands  TR  M-71-9  M-28  TR  2-626  H-46  
Forestry  MP  4-959  M-7  TR  2-716  H-50  
Form  Riley  MP  C-77-1  C-24  
Anchors  TR  6-473  C-31  Ru~ker  MP  4-300  M-2  
Linings  TM  6-336  C-28  Scott Dam  TR  H-73-6  H-59  
Lumber  MP  6-80  C-2  Sherman  CR  '3-18  M-33  
TR  6-785  C-35  Smith  Reach  TR  H-68-7  H-54  
Oil  MP  6-80  C-2  Fortification  MP  S-71-12/1  S-311  
Formed  Con~rete Surfaces  MP  6-864  C-14  TR  N-74-4  //-19  
TR  6-559  C-32  TR  N-74-5  ~·/-'39  
TR  6-788  C-35  TR  N-74-7  ~1-39  
TR  6-816  C-36  FORTRAN  MP  K-7'3-1  MS-5  
Formula VL  MP  4-92  S-6  Forus Airfield  TM  '3-143/55  S-68  
Forney Army  Airfield  MP  S-72-22  S-37  Forward  Area Operations  IR  S-71~-3  S-3  
Fort  Foss Field  CR  4-85  S-105  
Benning  CR  3-70/3  M-41  MP  4-451  S-15  
TM  s-61  Foundation  CR  3-45  S-107  
Bragg  MP  4-545  S-17  14P S-70-20  S-13  
MP  4-620  S-19  MP S-71-24  S-35  
MP  4-714  S-20  RR  S-76-2  S-54  
MP  4-722/1  S-20  TM  140-1  S-57  
MP  M-75-9  M-13  TM  163-1  A-5?  
TR M-73-2  M-29  TM  172-1  s-5·r  
Campbell  MP 4-855  S-23  TM  3-'357/A  S-72  
Carson  MP S-76-22  S-50  TR  3-777  S-84  
Natural Churchill  Resources  TR M-77-4 CR 3-15  M-33 ~1-35  TR TR  S-60-10/3 S-68-2  S-86 S-84  
CR  3-27  M-42  TR  S-76-8  S-91  
TM-3-240/2  M-17  Bayou  Sorrel  Lo~k  TM  S-60  
Terrain  CR  3-37  M-44  Beech River  Dam  MP  3-532  S-17  
Devens Army Airfield  MP  S-73-47  S-43  DeLong  Piers  MP  3-157  S-8  
Dix  MP  C-75-8  C-23  Design  MP  S-51  
Eustis  MP  S-74-27  S-46  TM  3-384  S-72  
TR  3-450  S-74  Little Grassy Dam  TM  17')-1  S-5?  
Gibson  Dam  TM TM  192-1 2-228  H-34 H-35  Dynami<Js Embankment  Construction  MP  4-')69  S-26 Z-1  
Greely  CR  3-22  M-44  Investigation  TM  S-65  
CR  3-27  M-42  TM  117  S-56  
Automotive Test  Course  MP  1-861  S-23  Lock  Site No.  2  TM  131-1  S-56  
Terrain  CR  3-'37  M-44  Static Loading  MP  S-77-20  
Gulick  TM  3-322  S-64  Wolf  River Floodwall  TM  3-297  S-61  
Hood  t1P  S-74-13  S-45  Material  
Huachuca  TR  M-73-3  M-29  Dam  on  the Warrior  River  TM  138-1  S-57  
Knox  CR  3-68  M-45  Vacuum  Solar Telescope Site  MP  3-763  S-.?1  
CR  3-94  M-45  Piezometers  MP  S-69-31  S-30  
MP  M-74-8  M-12  Piles  TR  S-69-10/2  S-86  
Leonard  Wood  CR  3-64  M-37  ?recompression  MP  S-69-21  S-29  
McClellan  MP  M-76-22  M-15  Soil  MP  4-888  S-24  
Meade  Dam  MP  E-73-1  W-9  HP  S-69-23  S-29  
Peck  TM  68-10  W-23  MP  S-77-13  S-51  
Dam  MP  S-75-4  S-46  TR  S-77-7  S-94  
TM  41-1  S-55  TR S-78-7  S-95  
TM  160-1  H-32  Structures  TR 3-632  S-80  

42-INDEX 
_____________.., _____________
Term 
~-----------· 
Fountain Lake MP Y-77-4 E-30 Frost MP 3-482 M-4 445th Troop Carrier Wing MP 4-519 S-17 Resistance of Mortar and Fourier Concrete TR C-76-4 C-38 Analysis CR 3-82 M-40 Resistant Concrete MP C-75-6 C-23 Series CR 3-33 M-36 Frozen Ground TR 3-534 S-77 Transform Coeffi~ients TP '16-9 CERC-30 Fuel Spillage MP 4-142 S-8 Fourmile Run • TR H-75-19 H-63 TM 3-420 S-73 Fox TR 3-493 S-76 Point Barrier TR /3 il-46 Bituminous Pavements MP 4-225 S-10 River CTIAC-5'1 C-43 Firestone Panels 512 and 510B MP 4-525 S-17 CTIAC-52 C-44 Hunter Air Force Base MP 4-98 S-6 FPS-26 Towers MP 4-694 S-20 Full Sutton, Yorkshire, England TM 3-343/118 S-71 Fracture of Pavement Systems CR S-76-15/I S-119 Furstenfeldbruck Air Base TM 3-343/32 S-67 Fra.-,turing Fuze MP M-73-10 ~1-11 Material MP C-72-6 C-19 Soils MP S-77-6 S-50 Fragment Defeating Capabilities of Gab ions RR 3 Z-5 Plastic Armor TR N-71-10 \1-36 Gage Z-15 Impact TR N-69-8/3 W-35 B 61-3 MS-1 Penetration MP S-71-12/2 S-34 IR 8 W-1 MP S-75-27 S-115 IR N-73-1 W-1 Fr"l!.mentation TR N-69-3/4 \1-35 MP 1-644 W-3 Frame:> Z-6 MP S-75-23 S-47 France ™3-341/ TR 3-803 S-84 18-22 S-67 TR l-814 \1-33™3-343/ Arrays TP 77-7 CERC-31 
49-53 S-65 Installation CTIAC-60 C-44 Frankfurt am Main, Germany ™3-343/36 S-67 Gaillard Cut TR S-70-9 S-86 Franklin MP 3-2 S-4 Gainesville Lock TR H-76-19 H-65 Falls Darn Tt1 165-1 H-32 Gallipolis Locks TR H-78-6 H-68 Free Ni~ger Point R 15-l P-4 Galop Rapids Reach TM 2-233 H-35 Freeze-Thaw Enhan'!ement TR D-77-16 E-7 Galveston Freezing Bay B 1/2 H-1 and Thawing MP 6-531 C-8 MP 6-75 CERC-8 ™3-331/7 M-18 TP 76-13 CERC-30 Concrete Spe..,imens t1P 6-183 C-4 TR D-78-15 E-15 MP 6-256 C-5 Hurricane Surge TR H-69-12 H-55 Tests Model Study B 211 H-1 Concrete MP 6-178 C-4 Channel TM 127-1 H-32 MP 6-716 C-11 County MR 79-4 CERC-12 TR 6-782 C-35 Harbor Z-12 Spe~imens ™6-395 C-29 Entrance MP 2-472 H-7 Treat I~land, Maine MP 6-223 C-4 RR H-75-3/2 H-29 Test on Soil MP 3-15 S-4 TR H-69-2 H-54 Fre1uont Drop Stru~ture TR 2-752 11-52 Offshore Disposal Site TR D-77-20 E-7 French Morocco ™3-343/ TR ll-78-34 E-11 9-15 S-66 G;;mma-Ray™3-343/48 S-68 Measurements MP 4-986 M-7 ™3-343/62 S-63 Signatures CR M-39 Frenchman Flat Spectral Region MP 4-823 M-6 Nevada Test Site MP 4-645 S-19 TR 3-693/3 M-23 Silt MP 3-572 S-18 Techniques TR M-70-14/2 H-27 Frequency Measurements MP C-7'7-11 /3 C-25 Gander Airport TM 3-343/'f S-66 Vresh Concrete TR 6-780/3 C-35 Gap TR M-70-12 t·l-27 Freshwater Gradings of Concrete Bayou, Louisiana MP 3-387 S-13 Aggregates TR 6-593 C-33 Control Plan TR 2-580/IV H-46 Gardermoen Air Base TM 3-343/56 S-68 Plants TR D-77-2 E-5 Garrison Dam TM 2-431 H-41 -Salt Water Density TR H-68-l H-53 Currents TB 2 Z-9 Gary Friction Army Air field TR 3-466/8 S-75 Channel TR 2-752 H-52 Harbor TR 2-509 H-43 Reduction TR S-68-4 S-85 Gaseous Diffusion Add-On Sur face Course MP S-75-12 S-47 Plant MP S-77-20 S-51 MP S-76-13 S-49 Site MP S-78-4 S-52 Frictionless Caps and Bases CR S-77-1 S-102 Gasketing Tapes 'TR 3-779 S-84 FridaY H;;rl.Jor, Washington TP 76-17 CERC-30 Gastineau Channel Z-11 MP 2-843 H-9 TR H-72-9 H-58 

43-INDEX 
Term Report No. Term
·--------------------------
Gate Z-6 Geological (Cont) TR 2-447/1 H-42 Investi.gation (Cont) TR 2-491 H-41 Western Lowlands TR S-71-5 S-87 TR H-70-2 H-56 Yazoo Basin TR 3-480 s-76 Catapult Study TR H-77-8 H-66 Observations MP S-70-29 S-31 Greenup Locks TR 2-527 H-44 Reconnaissance 
r:
Oscillations MP 2-563 H-8 Cooper Dam Site MP 1-258 S-10 Sills TR 2-655/A H-47 Sulphur River and Cypress Vibration MP 5-87 MS-4 Creek Basins TR '3-'798 S-84 TR H-76-17 H-65 Geology MP 3-507 s-16 Arkansas River Dams TR H-71-5 H-57 MP S-76-17 s-49 Gated Spillwav for Raystown TP 79-3 CERC-12 Reservoir TR H-70-15 H-57 TR M-77-45 M-33 GATOR Mine MP M-76-3 M-13 TR S-70-9/2 S-86 MP M-76-15 M-14 Arkansas River TM 1-132 S-65 MP M-77-13 M-15 Auxiliary Channel, Yazoo River Gavins Point Dam TM 2-404 H-41 Basin MP 3-215 S-9 GE-225 Computer Program MP 5-583 MS-5 Backswamp Deposits TR S-69-8 s-86 MP 5-619 MS-5 Boring 93 liES MP S-72-17 S-17 MP 5-667 MS-5 Buckboard Mesa PNE 5001P ri-17 Gelatin Modeling MP 4-969 S-26 French Morocco TM 3-34'3/62 S-68 Gelled Nitromethane MP N-76-9 W-12 Jonesville Lock and Dam MP 3-684 s:...19 Explosive MP E-74-4 W-10 Lake Erie MR 82-15 CERC-14 Genegantslet Dam TM 2-151 H-39 Laterite Gravel TR S-76-5 S-93 General Mississippi River Deltaic Electric Airplane Landing Mat TM S-58 Plain TR 3-1183 S-76 Investigation of Tidal Inlets CERC-5 Red River TM 3-319 S-64 CERC-6 St. Francis River MP 3'-555 S-17 Motors Proving Grounds MP M-73-3 M-ll Western Germany TM 3-343/63 s-68 Geoelectrical Survey MP S-70-17 S-33 Geomechanical Model Study CR N-69-1 W-45 Geologic Geometric Control of Sand Boils MP S-75-22 S-47 Accordance MP M-76-16 M-11~ Data MP 3-341 S-12 Characteristics TR M-74-5 M-30 and Engineering Pr6perties MP 3-894 S-24 Parameters RR 11-77-1 H-29 MP 3-915 S-25 Geomorphic Study CR Y-75-3 E-14 MP S-68-16 S-27 Geomorphology MP 11-77-12 H-18 MP S-69-42 S-31 TM 29 CERC-27 PNE 322 W-14 TM 34 CERC-27 PNE 505F W-14 TM 38 CERC-28 PNE 516 W-15 TM 42 CERC-28 PNE 602F W-15 TM 45 CERC-28 PNE 720F W-16 TM 54 CERC-29 
PNE 905F 1-1-16 ™128 CERC-43 Examination TM 65-ll W-20 TP 76-2 CERC-30 Investigation PNE 7l9P W-15 TP 76-3 CERC-36 PNE 1103 \>1-16 Mississippi River CR Y-74-2 E-34 Literature TR 3-712 S-82 Geophysical Map Folio TR 5-662/F S-79 Exploration TM 198-1 S-58 Targets TR S-78-13 S-95 Investigation, Prado Dam and Geological Hentone Damsite MP S-75-6 S-46 Engineering MP S-68-24 S-28 Measurements PNE 1111 \i-11 TM 68-12 W-23 Methods MP S-77-18 S-50 Conditions MP 3-895 S-24 MP S-77-24 S-52 Factors for Design Earthquakes MP S-72-41 S-38 Survey of Cavernous Areas, Features on Soil Strength MP S-70-25 S-33 Patoka Dam MP S-78-1 S-52 Investigation Techniques MP S-73-36/l s-42 Atchafalaya Basin Z-1 Geoprospecting Tunnel Ri.ghtBoeuf-Tensas Basin TR 3-757 S-84 of-V1ays TR S-78-17 S-96 Gold Meadows Area MP 3-618 S-19 Georgetown Harbor Z-11 Gravel Deposits TM 3-273 S-62 Z-12 HRS Prototvpe Test Si.te MP S-71-2 S-34 MP H-78-6 H-19 Mississippi River TM 3-288 s-63 Geotechnical TR S-69-4 S-85 Earthquake Engineering RR S-76-2/7 S-54 Gulf Outlet Channel TM 3-259 S-10 Engineering R 76-5 CERC-20 New Orleans Harbor TM 1-391 S-72 SMIAC 
S-98 Ouachita River TR S-69-2 S-85 Properties of Laterite Gravel TR S-76-5 S-93 Red River-Atchafalaya Basin TR S-74-5 S-90 Research 
IC Z-1 St. Francis Basin TR 3-659 S-81 Gering Valley Project TR 2-760 H-52 
44-INDEX 
Term Report No.
Term----------------
German Gravel MP 3-664 s-19 English Vocabulary of Soils TM 3-408 S-71 Terms B 15 S-1 TM 6-419/5 C-29 Terrain TR M-70-6 M-26 TR S-68-611 S-85 Germany MP N-76-13 W-12 TR S-76-5 S-93 TM 3-14V Deposits TM 3-273 s-62
r 
23-36 s-67 Gravelly Structures Test Program TR N-77-2 W-41 Sand TR S-76-17 S-95 Ghed i Air Base TM 3-143/44 S-68 Soils MP 3-676 3-19 Giebelstadt Airfield TM 3-341/14 S-67 Gravity GITI Reports CERC-5 Dams CR 2-40 vl-45 CERC-6 MP 2-386 W-2 Gl ada1 MP 1-718 W-4 Deposited Materials CR 4-6/S-2 M-39 TR 2-472 W-30 Patterns CR 4-6/2 M-38 Head Viscometer MP H-74-3 H-14 Till MP S-B-49 S-42 Monoliths Z-6 Otter Brook Dam MP 6-262 C-5 Waves MP H-74-11 H-14 St. Lawrence Seaway Project MP 6-573 C-9 R 6-73 CERC-17 Glasgow Air Force Base MP S-73-D S-43 Gray Glass Fiber-Resin Mixture MP 4-776 S-21 Air Force Base MP 4-313 S-11 Gloss-Reduction MP M-76-l M-13 Army Airfi.eld MP S-73-2 S-40 Glos:;arv TR 3-466/12 S-75 Coastal Engineering Terms MP 2-72 CERC-8 Grays Harbor Z-11 Ecologi~al Terms MP 2-74 CERC-8 Z-12 GNOME MP 6-514 C-8 TM 2-417 H-41 Gobi Blo~k Revetment TM 55 CERC-29 TR D-78-11 E-14 Godman Army Airfield MP S-71-l S-34 Estuary TR H-72-2 H-58 GOER TR M-70-3 M-26 Grease XM520 MP 4-477 M-4 Aquatic Environments TR D-77-26 E-10 GOES Water Data Transmitter TR Y-77-5 E-33 Contamination TR D-77-25 E-10 Gold Meadows Area, Nevada Great Test Site MP 1-618 S-19 Egg Harbor TR H-78-11 H-68 Goodfellow Air Force Base MP '1-105 S-11 Lakes CETA 81-4 CERC-3 t1P 4-106 S-11 MP 2-75 CERC-8 Goodrich Landing Revetment R 14-l P-4 MP 7-75 CERC-8 Goodyear MP H-76-12 H-16 Aluminum Mat Panels MP S-69-36 S-30 MP H-76-2/E H-15 Honeycomb Landing Mat MP S-69-49 S-31 TP 80-7 CERC-32 MP s-n-8 S-40 TR D-78:...10 E-14 Goose TR H-76-1 H-63 Air Base MP 4-537 S-17 Design Wave Heights MP H-76-21 H-17 Bav Airfield TM 3-'341/6 S-66 Inlets TP 77-8 CERC-31 Gordy MP 3-2 S-4 Wave Models TR 78-1 CERC-34 Grain Salt Plains Dam TM 148-1 H-32 Shape R 4-75 CERC-19 Soil Group CR 3-150 M-37 TP 76-11 CERC-30 Greece TM 3-343/64 S-63 Sizes TM 77-1 S-55 TM 3-343/ Grand 67-68 s-69 Forks Air Force Base MP 6-717 C-11 Green River Formation MP S-78-3 S-52 MP S-73-42 S-42 Greenland CR 3-'37 M-44 Island MP 3-59 S-5 MP 4-216 S-10 Marais Harbor TH 186-l H-33 MP 2-597 H-8 TM 186-2 H-33 TM 3-343/4-5 S-66 River TR H-73-2 H-59 TM 3-414 M-19 Tower B 3/l H-1 Ice Cap Reach TM 114-1 H-31 Research Program Z-2 Granite HP C-69-1 C-16 Snow MP N-70-6 vl-7 MP C-71-1 C-18 1955 Program TR 3-505/1 M-20 TR N-72-6 \·1-37 1956-1957 Program TR 3-505/2 M-20 Granitic Rock Ejecta MP 1-1-11 Greenup Granodiorite MP 6-846 C-13 Lock TR 2-527 H-44 Granular TR 2-734 H-50 Material MP S-74-18 S-45 and Dam TR 2-469 H-42 TR S-76-12 S-9'3 TR 2-572 H-45 Soils CR 3-53 S-105 Greenville r1P 3-478/6 S-15 Bridge TM 2-366 H-40 Graphics MP MS-7 Front Levee TM 182-l S-58 Simulation MP K-76-4 MS-7 Greers Ferry Dam MP 6-'342 C-6 MP 3-582 S-18 
45-INDEX 
Term 
Terr'l------------------
Grenada Ground (Cont) Dam TM S-64 Shock (Cont) MP N-71-8 W-(J TM 3-245 S-61 HP N-75-3 W-11 TM 3-250 S-61 TR S-71-4 S-tl7 TR 3-603 S-79 Computation CR S-'71-8 S-113 Reservoir TM S-62 Effect CR S-68-1 S-118 Grid CR S-71-10 S-118 Generator MP K-77-5 MS-7 Explosions TR S-73-6 S-B~ Photography TM 68-15 \·1-24 Rock Cavities MP N-74-1 W-10 Size TR S-72-2 S-89 Induced Airblast Over-Griffiss Air Force Base MP 4-614 S-18 pressures TR 40 H-29 Groin CETA 81-1 CERC-3 Instrumentation MP N-70-7 W-8 MP 1-72 CERC-8 Loading CR 3-168 S-108 MP 2-59 CERC-36 Measurements MP N-78-4 W-1.'-l R 79-3 CERC-21 TR N-77-5 W-41 TM 10 CERC-37 Phenomena CR 3-171 S-117 TM 114 CERC-43 ~\P N-76-10 W-12 Design R 4-67 CERC-16 Phenomenology MP N-73-2 W-9 R 15-73 CERC-18 Subsurface Explosions CR S-77-2 S-119 Grooving Tools MP 3-346 S-12 Underground and Surface Ground CR 3-112 M-45 Explosio.ns TR N-73-2 W-38 Acceleration MP S-73-1/16 S-39 Support Equipment MP M-73-4 M-11 Blast; Redstone Missile MP 4-325 S-12 Surface Motion Study TM 65-2 W-20 Cover MP S-69-5 S-28 Vehicles MP S-70-14 S-32 MP S-73-35 S-42 \-lash Flow MP S-69-25 S-'30 Crawling CR 3-162 M-45 Groundwater Z-15 Facilities MP W-10 B 36 S-1 Flotation MP 4-459 S-15 CR \1-44 11P 4-948 S-25 TM 65-7 \-1-20 TR 3-737 S-82 TR 3-658 S-81 Motion CR 3-158 S-114 TR 3-727 M-24 11P 4-859 S-23 TR Y-78-1 E-33 HP 4-969 S-26 Grout CTIAC-5 C-40 MP E-73-3 \-1-9 CTIAC-56 C-44 MP E-75-7 rl-11 MP 6-195 C-4 HP N-76-11 \'1-12 MP 6-410 C-'f MP N-76-15 \-1-12 MP 6-660/2 C-10 MP N-76-16 \-l-12 MP 6-731 C-12 MP N-78-8 \v-13 MP 6-862 C-14 MP N-78-9 Vl-13 MP C-71-5 C-19 MP S-73-1/14 S-39 MP C-72-10 C-20 HP S-73-1/17 S-40 MP C-7b-4 C-23 PNE 11-5 W-.16 MP C-77-4 C-24 PNE 1113 V/-17 TM 6-419 C-29 TR M-78-1 M-33 TR 6-6b9 C-311 TR N-72-6 ~1-37 TR C-70-2 C-3'7 TR S-71-14/1 S-88 TR C-74-6/1 C-3:> TR S-71-14/4 S-88 Deep Hole MP 6-S 17 C-8 Calculations CR S-118 HP b-650 C-10 CR S-74-4 S-119 Fluidifiers MP 6-720 C-11 CR S-75-2 S-119 Mighty Epic Structures Program CTIAC-20 C-41 TR S-71-4/3 S-87 HP C-76-7 C-24 
,,
Design Earthquakes MP S-73-1/3 S-39 Mixtures MP b-514 C-u 
High-Explosive Experiments MP N-72-10 Vl-9 11P 6-628 C-10 
Measurements Z-15 HP 6-640 C-10 
CR E-74-1 W-46 MP C-78-1/2 C-25 
TR N-75-1 \-1-39 TR 6-607 C-33 
Predictions CR S-71-10/2 S-118 Grouted Cutoff, Rocky Reach 
Pre-GONDOLA II PNE 1115 11-17 Hydroelectric Project MP 2-417 H-7 
Project MIRACLE PLAY MP N-70-8 \-l-8 Grouting CTIAC-13 C-40 
San Fernando Earthquake MP S-76-1 S-48 IR S-70-3 S-2 
Seismic Design MP S-73-1/4 S-39 MP 6-875 C-14 
Radius Effects Study, Redstone MP C-69-7 C-16 
Arsenal MP 4-910 S-25 MP C-78-8 C-26 
Sensors MP r1-12 MP S-70-19 S-33 
MP M-16 TM 6-419/5 C-29 
Shock Z-14 TR 6-437 C-31 
Z-15 

46-INDEX 
Term____________
Term Report No.
------·---...------............. -----·-----

Grouting (Cont) Habitat (Cont) Agent TM 3-408/A S-73 Development (Cont) Cement MP 6-384 C-6 Field (Cont) Foundation Sands and Gravels TM 3-408 S-73 Investigations (Cont) Mixtures MP 6-773 C-12 Salt Pond No. 3 TR D-78-57 E-20 s~oured Foundation, Old River MP C-78-19 C-26 Windmill Point TR D-77-23 E-8 Support MP 6-409 C-7 Site MP D-78-1 E-4 MP 6-1125 C-7 Columbia River TR D-77-38 E-12 MP 6-700 C-11 Galveston Bay TR D-78-15 E-15 Proje~t Hahn Air Base TM 3-343/25 s-65 COWBOY MP 6-419 C-7 Haleside Pumping Station MP 3-595 S-18 Scroll MP C-69-4 C-16 Half Underground Nuclear Test MP 6-429 C-7 Moon Bay Harbor TR 2-668 H-48 MP-6-914 C-14 Tide Harbor R 77-1 CERC-20 Growth/Dynamics TR D-77-44/II E-13 Wavelength Theory MP S-70-28 S-33 Guam TR H-75-1 H-61 Hamlin Beach Harbor TR H-73-13 H-59 Guatemala Earthquake MP S-49 Hammond Guide Rail MP 4-850 S-23 Bay, Michigan CR 2-5 H-71 Guided Projectile Control Lake TR H-76-5 H-64 Housing MP C-76-10 C-24 TR H-76-6 H-64 Guidelines TR H-76-11 H-64 Dewatering/Densi.fying Dredged Handbook Material TR DS-78-11 E-27 Concrete and Cement Handbook c-1 Dredged Material Containment Wildlife Habitat Development TR D-78-37 E-18 Areas TR DS-78-10 E-27 Handcar/Painted Pony MP 6-875 C-14 Disposal Area Reuse Management TR DS-78-12 E-27 Hannibal Material Pla~ement in Marsh Locks and Dam TR 2-731 H-50 Creation CR D-75-2 E-21 TR 2-796 H-53 Models for River Sedimentation IR H-78-1 H-3 St. Louis Reach MBM 15-1 H-22 Gulf Thebes Reach MBM 15-2 H-23 Carpentaria, Australia R 3-74 CERC-19 MBM 31-2 H-23 Coast TP 78-4 CERC-32 Harbor B 2/1 H-1 TR D-77-44 E-13 CETA 81-6 CERC-3 Farmdali.an Substage MP Y-77-1 E-30 CR 2-122 H-72 Hurricane Camille TR N-70-10 W-36 CR H-69-2 H-70 Inland Waterways MP H-75-6 H-15 MP H-77-10 H-18 Coastal Plain TR Y-78-5 E-D RR 2-8 H-27 Intracoastal Waterway MP H-76-7 H-16 SR 2 CERC-25 GWI\LL IR K-78-1 MS-3 TP 80-6 CERC-32 Gyratory TR 2-740 H-51 Compac>tion MP 4-494 S-16 TR E-72-23 1'1-37 TR S-68-6 S-85 TR N-69-4 1'1-34 Machine MP 4-333 S-12 Breakwater, Crescent City, MP-3-'H4 S-15 California MP 2-171 H-5 TR 3-595 S-78 Connected Basins CR H-71-2 H-70 Design Z-1 Entrance R 25-73 CERC-18 R 26-73 CERC-18 H-21 Helicopter Improvements, Wells Harbor TR H-78-18 H-69 Flexible Pavements MP 4-180 S-8 Improvements, Port Washington Landing Gear MP 4-202 S-9 Harbor TR H-77-1 H-66 Habitat Nuclear Explosives TM 70-12 W-25 Creation CR D-76-2 E-21 Oahu, Hawaii TR H-76-8 H-64 Data TR M-77-4/1 M-33 Oscillations MP H-76-20 H-17 Development MP D-77-5 E-4 MP H-77-2 H-17 Dredged Material TR D-78-17 E-18 Barbers Point Harbor TR H-78-20 H-69 TR DS-78-15 E-27 of Refuge CR 2-5 H-71 TR DS-78-16 E-28 CR 2-7 H-71 TR DS-78-17 E-28 TR 2-523 H-44 TR DS-78-19 E-28 Kelleys Island MP 2-560 H-8 Field Shoaling, Port Orford, Oregon TR H-74-4 H-60 Investigations United States TM W-27 Apalachi~ola Bay TR D-78-32 E-17 HARD HAT Grouting Support MP 6-575 C-9 Bolivar Peninsula TR D-78-15 E-15 Hardened Buttermilk Sound TR D-78-26 E-16 Concrete CTIAC-14 C-40 Nott Island TR D-78-25 E-16 MP C-69-10 C-16 Port St. Joe TR D-78-33 E-17 TR C-76-1 C-38 Rennie Island TR D-78-11 E-14 
47-INDEX 
Term Term 
~~----------------------
Hardened (Cont) Heavy (Cont) Military Command Center MP N-78-6 W-13 Meta1·s CR D-77-4 E-23 Shallow-Buried Structure TR N-78-7 W-42 TR D-77-·n E-11 Structure MP N-77-8 W-13 TR D-78-6 E-14 Hardness TR D-78-42 E-18 Impact Areas, Yuma Proving Minerals TM 33 CERC-27 Ground MP M-77-10 M-15 Helicopter MP M-T!-4 M-11 Program MP W-10 Downwash MP S-74-17 S-45 Hardscrabble Bend R 8-1 P-1 Blast Effects TR 3-664 S-81 Harlan County Dam TM 2-236 H-35 Protection MP S-75-19 S-47 TR 3-501 S-77 Landing Harmon Air Force Base TM 3-343/3 S-66 Gear Loadings MP 4-202 S-9 Asphalt MP 4-172 S-8 Pad MP 4-565 S-18 Harper Lake MP S-73-6 S-40 MP 4-766 M-6 Harrison County, Mississippi TM 107 CERC-42 TR 3-675 S-81 Harrisville, Michigan CR 2-7 H-71 TR 3-686 S-81 Harry s. Truman Dam TR H-77-8 H-66 TR 3-773 S-84 Hartwell Dam TM 2-393 H-40 Zones IR M-76-1 M-1 TR 6-654/2 C-34 t1P M-72-1 M-10 Harvesting of Aquatic Plants TR A-78-3 M-51 TR M-69-3 M-25 Harvey Landing Mat MP 4-615 S-19 Launching Pad, Ft. Benning MP 4-620 3-19 MP 4-747 S-21 Movement on Unimproved Terrain TR M-74-1 M-29 MP 4-786 S-21 Revetment MP S-68-7 S-27 MP 4-850 S-23 TR N-69-811 W-34 MP 4-852 S-23 HEMSS MP S-69-2 S-29 3T Experiment CTIAC-57 C-114 MP S-69-13 S-29 Cylindrical Test Beds CTIAC-56 C-44 MP S-69-29 S-30 Herbicide CR A-77-1 1~-52 MP S-69-41 S-31 TR M-48 t1P S-70-4 S-32 TR A-78-1 M-49 MP S-71-29 S-36 Application Platforms TR A-77-1 M-49 MP S-72-38 S-38 Herbivorous Fish TR M-48 Hawaii MP 4-355/7 M-3 Hercules TR N-69-2/2 ;1-33 MP H-76-8 H-16 llerpetofauna TR A-78-2 M-49 TR 2-644 H-47 HEST V MP S-68-5 S-27 TR H-75-3 H-61 MP S-68-23 S-28 TR H-75-15 H-63 TR S-68-1 S-84 RR H-74-2 H-29 Heyford, Oxfordshire, England TM 3-'343/105 S-70 !lawai ian Islands MP H-77-6 H-18 Hickman Floodwall TM C-28 TR H-77-16 H-67 TM S-65 Hawk Missile MP 4-784 S-21 High Hawser-Force Measurements TR 2-685 H-48 Compressive-Strength Concrete MP 6-520 C-8 HE Charges MP 2-192 W-2 MP 6-567 C-8 TR 2-482 W-30 Density Concrete MP 6-698 C-11 Head TR 6-635 C-311 Loss MP H-68-3 H-10 Explosive TM S-65 Charges TR 2-547 W-30 of Passes TM 2-356 H-39 Detonation Z-14 Heat and Blast Effects TM s-66 Point-Detonating Ammunition MP N-76-8 W-12 TM 3-372/2 S-72 Frequency Radio Imaging TR 3-769 M-24 TM 3-377 S-72 Mobility Tactical Support TM 3-394 S-72 Vehicles TR M-76-3 M-31 Dispersion in Physical Pressure Cap Model CR S-77-2 S-119 Estuarine Models RR H-75-2 H-29 Speed Hydration MP C-69-11 C-16 Penetration TR 3-652 M-21 TM 6-410 C-29 Tire Loads TR 3-652/7 M-21 Strength Tests on Membranes MP 4-847 S-23 Strength Heater-Remix-Overlay Maintenance IR S-77-2 S-3 Concrete CTIAC-37 C-42 Heave MP S-73-28/2 S-41 CTIAC-58 C-44 Foundation Soils TR S-77-7 S-94 CTIAC-70 C-4') Heavy MP 6-698 C-11 Clay TR S-76-16 S-94 TR 6-635 C-34 Duty Frost-Resistant Concrete MP C-75-6 C-23 Flexible Pavements MP 4-470 S-15 Highway Subgrades Z-17 Landing Mat CR S-71-1 S-104 Z-18 MP S-75-9 S-47 MP S-47 Membrane Airfield Surfacing TR S-74-2 S-90 Hill AFB MP 3-904 S-24 Equipment Transporter TR M-76-4 M-31 
48-INDEX 
Term .~.E.ort No. Term .Report No. 

Hila Bay Harbor 
Tsunami 
Barrier 
Model 

!HMO 
West Germanv Study Area 
Hirsch Auxiliary Field Histori~ Disposal Areas Hi story of the vlaterways 
Experiment Station Hi.wassee Dam 
HOBO, Grouting Support Holden Beaoh, North Carolina Hole 
Cover Desi.gns 
Springi.ng 

Holt Lo~k and Dam 
Homestead Air Force Base 
Homogeneous Clayey-Silt Test Section Sand Test 
HONDO Honest John Rocket Honev~omb Landing Mat 
Honolulu, Oahu, Hawaii Hoosic River 
Hopper Dredges 
Horizontal Di.splacement Reinforcement Stability 
Hot 
~1i. X 
Asphalti~ Concrete 
Bituminous Pavement 

Weather Concreti.ng Houghton, Michi.gan Housatonic .River Houston Ship Channel 
Howell-Bunger Valve Narrows Darn Surrunersvi11e Dam 
HRS Prototype Test Site Hudson River 
Channel Huelsman Quarry Stone Hugo Dam Hugoniot Equation 
Hulah Dam 
Emergency Bulkhead 

CR 2-60 TR 2-792 
TR 2-742 MP 2-883 RR 2-3 
RR 2-5 TR M-76-3 MP M-78-9 MP M-78-10 MP S-69-43 MP Y-76-3 
TR CTIAC-12 MP C-78-10 MP 6-409 MR 83-5 
TR N-76-6 TR 28 TR E-72-24 TR 2-698 TR 2-745 MP 4-142 
TM 3-121/1 TM 3-32V4 MP S-76-3 MP 4-1130 MP S-69-49 MP S-70-21 MP S-71-7 MP S-72-4 MP S-73-8 MP S-73-11 TR H-75-15 TM 2-338 TM 2-318/2 TM 2-339 TR 2-755 
TM 67-8 TR S-76-11 TR S-76-10 
MP 4-44 MP 4-121 MP 4-333 CTIAC-36 MP M-74-1 TR H-69-4 MP H-69-2 TR H-73-12 
TM 2-294 
TR H-71-6 
MP S-71-2 
MP C-78-6 TR 2-694 MP 6-281/A TR H-69-15 MP C-74-10 TR 6-669 TM 2-253 MP H-73-8 H-72 H-53 
H-51 H-10 H-27 H-27 M-31 M-16 M-16 S-31 E-30 
MS-11 C-42 C-26 C-7 CERC-15 
W-40 W-29 W-38 H-49 H-51 S-8 
S-65 S-65 S-48 S-14 S-31 S-33 S-34 S-36 S-40 S-40 H-63 H-38 H-39 H-39 H-52 
W-22 
S-93 
S-93 
S-5 
S-7 
S-12 
C-42 
M-12 
H-54 
H-ll 
11-59 
H-37 
H-57 
S-34 
Z-11 
C-26 
H-49 
C-5 
H-55 
C-22 
C-34 
H-36 
H-14 Humboldt Bay Humidity Hunter 
Air Force Base 
Army Airfield 
Liggett Military Reservation 
Huntington Point Revetment Reservoir Spillway 
Hurlburt Airfield Hurricane 
Barrier 
Narragansett Bay 

Wareham-Marion, Massachu
setts 
Camille 
Carla 
Storm-tides 

Surge 
Barrier, Jamaica Bay, N. Y. Control Structures 
Heights 
Protection 
Tides 
Wave Statistics 

Hyacinth 
Hydrated Lime Phases 
Hydration Products Hydraulic Analysis of Mi.ssissippi 
River Channels Articles Capacity of the Mississippi 
River Characteristics Mississippi River Channels 
New York Harbor 
Tidal Channels 
Design Criteria 

Effects Efficiency Fill at Yerba Buena Island Forces Stream Fracturing 
Soils 
Friction Factors 
Jump 

TR H-71-8 MP 6-279 
MP 4-98 MP 4-144 MP 4-379 MP S-69-37 MP S-72-8 MP M-76-5 MP M-77-8 
R 13-1 MP 2-876 
TM 56 TM 78 
MP 2-721 TR 2-754 
TR 2-663 TR N-70-10 TP 77-13 TM 120 TM 120A MP 3-59 MP 4-59 TM 26 TR 2-662 TR H-69-12 TR H-76-14 TR 2-636 TR H-76-16 TR H-69-12/1 MP H-72-1 TR TM 98 MP M-73-13 TR TR A-77-2 
MP 3-122/5 MP C-72-5 MP C-78-11 MP 5-458/2 
R 19-1 MP 2-291 
TR 12 
R 19-2 R 19-3 MP H-76-18 TM 66-17 
MP 2-97 RR 2-1 TR D-78-12 TM 116-1 R 10-1 CR S-73-2 MP S-77-6 MP 2-149 MP H-69-1 MP H-70-4 H-57 C-5 
S-6 S-8 S-13 S-30 S-36 M-14 M-15 
P-4 H-10 Z-7 CERC-29 CERC-41 
H-9 H-52 
H-48 1"1-36 
CERC-31 
CERC-43 
CERC-4 3 
CERC-36 
CERC-36 
CERC-27 
H-48 
H-55 
H-65 
H-47 
11-65 
H-55 
H-12 
H-47 
CERC-42 
M-11 
M-48 
M-49 
S-7 
C-19 
C-26 
MS-4 
P-4 
H-5 
Z-8 
P-4 
P-4 
H-17 
W-21 
H-3 
H-4 
H-27 
E-14 
S-56 
P-2 
S-101 
S-50 
H-4 
H-11 
H-12 
49-INDEX 
Term 
Term------------------------
Hydraulic (Cont) Hydrologic (Cont) Laboratories Variables B 64-1 MS-1 England and France MP 2-578 H-8 Transport Europe and England MP 2-401 H-6 Radionuclides TR 30 W-29 France and England MP 2-164 H-5 Tritium TM 70-7 11-24 The Netherlands and England MP 0-69-1 MS-7 Hydrological Laboratory Z-2 Research MP H-72-6 H-n MP 2-434 H-7 Study TM 83-2 MS-10 MP 2-543 H-7 Hydrometeorological Reports Z-18 MP 2-7'34 H-9 Hydropel TM C-27 Directors to USSR MP 2-464 H-7 Hydroponic Study of Heavy Model B 37 H-2 Metal Uptake TR D-76-5 E-5 GITI 6 CERC-5 Hydro-Power Plant Transients, GITI 22 CERC-6 Garrison and Oahe Dams TR H-68-1 H-53 MP H-70-5 H-12 Hydrostatic MP H-76-11 H-16 Pressure n1 151-1 S-57 MP H-78-3 H-19 Measuring Devices, WappaRR H-75-3 H-29 pello Dam TR 3-1160 S-75 SR 5 CERC-25 Response MP S-72-35 S-38 TH 2-364 H-39 Hydrothermal Study TR H-76-22 H-66 Investigation TR H-77-5 H-66 TR H-77-5 H-66 Regime TR D-77-6/A E-6 Hyper ion Beach HP 4-74 CERC-8 TR D-77-20/A E-8 Hypocenters for Seismographic TR D-77-30/A E-10 Networks MP S-78-9 S-53 TR D-77-42/B E-13 Hypotheti<Oal Research /B Z-3 Floods MBM 29-1/A-H H-23 RR 1 Z-5 MBM 31-4 H-23 RR 2 Z-5 HBM 41-1 H-24 RR 3 Z-5 Storms t4BM 42-1 H-24 Roughness MP H-73-2 H-13 Hysteresis CR S-76-8 S-115 Structures CTIAC-15 C-40 Hysteretic MP 2-414 H-7 Material CR S-68-l/3 S-118 MP C-75-4 C-23 Media CR S-63-1 S-118 MP H-71-5 H-12 TR S-71-12 S-88 MP S-71-23 S-35 Verification MP H-73-6/1 H-19 TM 2-317/1 H-38 TR 2-735/1 H-50 IBM-650 Program TR 6-540 C-31 TR H-73-12/1 li-59 TR 6-589 MS-11 Hydrilla TR M-48 ICBH Facilities MP 3-449 S-15 Hydrocyclone CR D-73-1 E-24 Ice CR 2-71 W-47 Hydrodynamic TR D-78-15/A E-15 TR 1-794 >1-33 Delaware River Estuary Model RR H-75-3/1 H-29 Condit ions CR H-74-1 H-70 Great Egg Harbor and Corson Cratering TM 66-7 W-21 Inlets TR H-78-11 H-68 Flushing TR H-76-9 H-64 Model CR H-75-1/ Harbor MP 2-465 H-7 17-6 H-70 Iceland MP 6-235 C-5 Hydrographic TM 3-343/l S-66 Conference, 5-6 November 1975 Z-2 TM 3-W3/8 S-66 Survey R 8-71 CERC-17 Ichthyoplankton Studies TR D-77-30/D E-11 TM 32 CERC-38 Idris Airport TH 3-343/80 S-69 TR H-77-10 H-66 Igloo Wave Absorber Tests MP H-76-22 H-17 Conference Igneous Rocks MP C-71-2 C-18 9-11 May 1972 Z-2 IITRI Soil Strain Gage IR N-73-1 '1-l 30-31 May 1973 Z-2 Illinois 21-22 May 1974 Z-2 Central Railroad Relocation TM S-62 8-9 November 1977 Z-3 River MBt4 31-5 H-23 4-5 December 1979 Z-3 p y H-26 Hydrologic TR M-76-6 M-32 Characteristics CR 3-23 M-44 TR Y-75-1 E-32 Data Z-13 TR Y-75-2 E-32 MP 5-193 MS-4 TR Y-76-1 E-32 TR M-77-4/2 M-33 Electofishing Survey CR Y-75-4 E-34 Equipment MS-1 Floodplain Animals CR Y-75-2 E-35 Geometry TR 5-625/F M-21 Geomorphic Study CR Y-75-3 E-34 TR 3-726/V M-23 Vegetational Study CR Y-75-1 E-34 TR 3-783/D M-24 Waterway MP C-78-4 C-25 Phosphorus Model TR A-78-2/ MP Y-74-1 E-29 2/IV M-50 
50-INDEX 
Term Term ..~ort No.
--------·-·-----------
Ill i tic Soil CR 3-73/1 S-103 Inlet ( Cont) Image Contrasts TR M-74-8/1 M-30 Discharge R 81-1 CERC-22 Imagery Entrance TM 8 CERC-26 Earthquake Analysis MP S-'73-1/11 S-39 Equation R 81-9 CERC-22 Missions IR M-78-2/B M-1 Hydraulics GITI 14 CERC-6 Imaging Radar R 79-8 CERC-21 Insects for Control of Impact MP C-77-11/3 C-25 Waterhyacinths TR A-77-2 M-49 MP t1-77-10 M-15 Inspection of Sites in AlMP M-77-13 M-15 buquerque District INR 3 Z-4 MP N-76-10 W-12 Inspectors Manual for Flexible TR S-78-14 S-95 Pavements TM S-72 Compacted Kaolinite MP S-75-11 S-47 Instrument MP S-76-12 S-49 Compantor MP 4-127 S-7 TM 3-240/3 M-17 Velocity TR 3-462/4 M-20 Canister Placement Conditions TR N-77-5 W-41 Impeden"e Measurement MP N-77-6 W-13 Detect Steel Embeded in Imperi.al Beach, California MR 78-4 CERC-12 Portland-Cement Concrete MP 6-762 C-12 TR 11-77-15 H-67 Hartwell Dam TR 6-654/2 C-34 TR H-77-22 H-67 Measure the Moisture Content TR C-76-1 C-38 Impermeabilizing Sand MP 3-106 S-7 Measurement of Hydraulic Impermeable Breakwaters CETA 80-7 CERC-3 Forces R 10-1 P-2 Impervious Walls TM 3-2 S-55 Measuring CR 2-151 H-71 Impulse-Type Load :l TR S-68-9 S-85 Turbulence R 10-3 P-2 In R 10-4 P-2 Cell Incident HP S-72-13 S-37 Pore Pressures in Concrete TR 6-654 C-34 Place Density Determinations MP 4-197 S-9 Instrumentation Z-2 Shore Harbor TR 2-740 H-51 MR 80-8 CERC-13 Situ TM 21 CERC-27 Density RR S-76-2/4 S-54 TR S-74-10/I S-91 Moduli MP S-75-10 S-47 TR S-75-11/I S-92 Inclinometers MP S-76-12 S-49 Arkansas River Lock and Darn 5 MP S-78-11 S-53 Index Columbia Lock MP S-72-30 S-38 Clay Shales TH S-71-6/2 S-87 MP S-74-24 S-46 Compaction Characteristics MP 4-269 S-10 Conference on Earth and India Concrete Dams MP S-33 Canal Zone Analogs II CR 3-10/II M-43 Earth Stresses MP 1-885 W-5 Yuma Analot~s No. 4 CR 3-ll/4 M-42 Hydraulic Research MP 2-156 H-5 I>1dian cr'eek PUiiliJing Station, Mississippi Basin Model MBM 1-5 11-21 Mankato TR H-78-8 H-68 Old River Lock TR S-72-10 S-89 Indonesia, Canal Zone Analogs Port Allen Lock TR S-68-7 S-85 VII CR 3-30/VII M-43 Test Vehicles TR 3-783/A 11-24 Industrial Wastes and Sludges Z-15 Vehicle Mobility Testing CR 3-154 M-35 Inelastic Two-Phase Medium CR S-76-7 S-115 Insulating In fauna TR D-77-34 E-ll Layers in Pavement TR S-74-8/IV S-90 TR D-73-42 G-18 Materials for Mass Concrete TR C-70-4 C-37 Inflow TR H-78-2 M-33 Intake Influent TR D-78-16 E-15 Bayou Bodcau Outlet Structures TM 174-1 H-33 TR D-78-24 E-16 Dardanelle Lock TR 2-573 H-45 Information Gate lJi ssemi.nat ion CR D-77-1 E-25 Catapult Study TR H-77-8 ll-66 System TR M-71!-6 t1-30 Fort Randall Dam TR 2-435 H-42 Infrared Losses MP 2-320 H-6 Emissivity of Soils TR 3-693/4 M-23 Proposed Delaware City Plant MP 2-125 H-4 Hoof Moisture Surveys IR M-78-1 M-1 Structure MP 2-337 H-6 Spectrophotometer MP 4-547 M-4 Fort Peck Dam TM 160-1 H-32 Survey of the Walter F. Interaction Between Soils George Lock and Dam MP M-70-3 M-9 and Pressure Cells TR S-76-7 S-93 Inhomogeneities TM 6b-6 1'1-21 Interactive Graphics Z-6 Inland Finite Element Method Grid Disposal TR D-78-28 E-17 Generator MP K-77-5 MS-7 Dewatered Dredged Material TR D-77-33 E-11 Lock-Culvert Analysis HP K-77-2 MS-7 <laterway Z-12 Postprocessor for Finite Waterways MP H-75-6 H-15 Element Method MP K-77-4 MS-7 HP N-71-5 W-8 STRUPUT MP K-77-3 MS-7 MP N-72-8 ~1-9 Interagency Briefing Inlet GITI 20 CERC-6 February 1975 MP D-75-14 E-2 MR 80-3 CERC-12 August 1975 MP D-76-14 E-3 MR 81-1 CERC-13 February 1976 MP D-76-19 E-3 TM 94 CERC-42 Interlocking Blocks R 2-67 CERC-16 TP 77-8 CERC-31 
51-INDEX 
Report No. Term 
~-·----------·--------
Intermittent Loading TR Y-77-4 E-33 Jaenichen on Side-Channel Internal Friction MP S-69-12 S-29 Spillways B 2/4 H-1 International Jamaica Bay, New York TR H-76-14 H-65 Association for Hvdraulic James Research MP 2-164 H-5 Connallv Air Force Base t1P 4-310 S-11 MP 2-522 H-7 MP 4-'376 s-n Organization River MP 2-912 H-10 Standardization MP 2-434 H-7 MP H-75-1 H-14 Standards MP 2-401 H-6 TR D-77-23 E-8 Society for Terrain-Vehicle TR D-77-45 E-n Systems MP M-75-7 M-13 Jay Plate-Type Vibratory Standards Organization Compactor MP 4-190 S-9 Technical Committee MP 2-734 H-9 Jefferson Proving Ground MP M-74-4 M-12 Interoceanic Canal TM 68-7 W-23 HP S-74-'31 S-46 TR H-78-13 H-68 Jekyll Creek TR H-72-5 H-58 Route 25 MP M-72-9 M-11 Jennite J-16 Seal-Coat Material MP 4-287 S-11 Sea-Level Canal TR 8 Z-8 Jet RR H-71-2/I H-28 Interstate Sanitation Commission MP 2-558 H-8 A.ircraft TM S-66 Intertidal Zone MR 83-3 CERC-15 TM 3-'394 S-72 Intracoastal Waterway Z-12 Blast MP 4-79 S-6 TM 221-1 H-35 TM 1-420 S-71 Intratheater Transportation TR M-70-13 M-27 Fuel Spillage MP 4-98 s-6 Invertebrate MR 81-5 CERC-13 MP 4-225 S-10 Inverted-T Walls and Floodwalls Z-14 Fiberglass-Reinforced DCAIn-Water Containment Structures TR D-78-31 E-17 1295 MP S-75-21 S-47 Iowa Engine Exhaust Blast Tests MP S-69-'35 S-30 Sediment Concentration MP S-69-36 S-'30 Measuring Svstem TP 76-6 CERC-30 Fuel MP 4-79 S-6 Tributaries MBM 42-1 H-24 t1P 4-245 S-10 Iran CR 3-11/4 M-42 Resistance MP 4-57 S-5 Iron Stain TR 6-518/3 C-'31 Resistant Coating MP 4-114 S-7 Irradiation MP M-69-3 M-8 Geometry Sketches RR H-71-2/ Irregular Wave CETA 79-5 CERC-2 I/2 ll-28 CETA 80-1 CERC-2 Jetcrete TM C-27 TP 80-3 CERC-32 Jetport CR H-74-l H-?0 Model TP 82-1 CERC-3'3 Island CR H-75-l/ Irrigati.on Tunnel for St. Mary 17-6 H-70 Dam TM 2-262 H-36 Model CR H-75-1 H-70 Irving Grid Landing Mat TM S-59 MP H-76-3 H-15 Isabella Project MP S-78-16 S-53 TR H-74-6 H-60 Island Jetty CETA 81-1 CERC-1 Creek Dam TR 3-464 S-75 t1P 2-451 H-7 Tau, American Samoa TR H-74-16 H-61 R 79-14 CERC-21 Isotropi.c TR H-72-2/2 H-58 Consolidation TR S-75-13 S-92 TR H-72-2/4 H-58 Shear Strength MP S-76-2 s-48 A and B TR 2-735/2/4 H-51 Isotropically Consolidated Clay MP S-73-60 s-43 Construction GITI 19 CERC-6 Italy TM 3-343/ R 76-4 CERC-20 17-47 S-67 Galveston Harbor Entrance MP 2-472 H-7 and Head Repair Sections, Humboldt S-68 Bay TR H-71-8 Iteration Procedure CR 3-12911 s-113 Models TM 133-1 Iterative Siuslaw River TR 2-631 Analysis Procedure TR 6-818/1 C-36 Stability Studv, Masonboro Layered Elastic Computer Inlet MP H-78-12 H-20 Program TR S-76-3 S-93 Jiger Vehicles MP 4-74'3 t1-5 Iwo Jima Air Force Base MP 4-880 S-24 Jim Woodruff Dam TM 2-340 H-39 John Day Lock and Dam f1P 2-465 H-7 
H. Kerr Project TR 3-464 S-75 
J. Percy Priest Dam TM 2-2'39 H-36 Martin Dam TM C-27 
Jackson TM 166-1 H-33 
Dam TR 2-531 H-44 Redmond Dam TR 2-611 H-46 
Field Test MP S-73-28/1 S-41 Johnstown, Pennsylvania TM 2-30'3 H-38 
Hole Flood Control TR 11 Z-8 Joint Sealing Materials MP 6-70 C-2 
Lock TR 2-685 H-48 Jointed Rock Mass CR 1-135 W-46 
and Dam TR 2-532 H-44 TR N-73-7 Vl-39 
TR N-78-4 \'1-42 

52-INDEX 
Report No. Term Report No.
Term--------------
Joints TR 3-433 S-74 Keflavik Airfield TM 3-34311 S-66 TR 3-779 S-84 Kellev Island MP 2-560 H-8 Concrete TR 6-518 C-31 Kelly AFB TR 3-459 S-75 Mass Con,rete TM C-27 Kempe Bend Revetment R 9-1 P-2 Rigid Pavements MP S-72-43 S-38 Kentucky Reservoir MBM 23-2 H-23 Sealing Rebar Penetrations MP N-72-7 W-9 MBM 23-3 H-23 Joist Systems MP N-75-6 W-11 Kewalo Basin, Honolulu TR 2-767 H-52 Jones Bluff Lock TR 2-718 H-50 TR H-75-15 H-66 and Dam TR H-69-17 H-56 Keyer B 61-2 M3-l Jonesville P-8 B 58-2 MS-1 Floodwall and Pumping Plant TM S-64 Keystone Dam TR 2-555 H-44 Lock Z-2 KFOC TM 65-5 W-20 TR 2-678 H-48 TM 66-2 W-20 and Dam MP 3-571 S-18 Khon Kaen Area CR 3-156/E M-42 MP 6-603 C-9 Khouribga Airfield TM 3-343/10 S-66 MP 3-684 S-19 Kiamichi River TR H-69-15 H-55 TR S-68-10 S-85 Kickapoo River MP Y-76-5 E-30 Jordan Creek TR Y-78-10 E-33 Kill Channels MP 2-953 H-10 Jubail Harbor, Saudi Arabia TR H-76-2 !l-64 Kincheloe Ai.r Force Base MP S-73-30 S-42 TR H-76-20 H-65 Kinetic Jumbo Energv TM 96 H-31 Jets MP S-69-52 S-31 Project ESSEX I MP N-77-2 W-12 Truck MP 4-438 M-3 Kinzua Dam CTIAC-67 C-45 Juneau, 1\laska MP 2-648 H-8 Kirtland Air Force Base MP 4-3/7 S-4 Jungle Trail MP M-69-511 M-8 MP S-72-27 S-37 Kitzingen Airfield TM 3-3431'35 S-67 Knik 1\rm, Alaska Z-11 TP 76-1 CERC-30 
K. I. Sawver Air Force Base MP S-73-15 S-41 Knox Fallout Prediction System TM 65-5 W-20 K0 Testing in Cohesionless Soils TR S-75-16 S-92 TM 66-2 W-20 Kahului Harbor TR 2-644 H-47 Kootenai River TR H-76-17 H-65 Kaiser Landing Mat MP 4-850 S-23 TR B-76-21 H-65 MP 4-881 S-24 Kwajalein, Marshall Islands MP 4-858 S-23 MP 4-897 S-24 MP S-68-14 S-27 MP S-69-35 S-30 MP S-69-41 S-31 MP S-70-21 S-33 MP S-71-4 S-34 La MP S-71-7 S-34 Guardia Airport MP 2-641 H-8 MP S-72-4 S-36 Jolla, California TM 82 CERC-41 MP S-73-11 S-40 Laboratory Kalama zoo River TR 2-465 H-42 Apparatus MP S-70-711 S-32 Kanawha River MP H-77-1 H-17 Determination of Shear and Kaneohe Bay, Oahu, !lawai i RR H-74-2 H-29 Young's Moduli MP S-78-12 S-32 Kansas Investigation of Slipform City Construction TR C-74-3 C-38 Floodwall MP 6-72 C-2 Methods of Determining Damping MP S-72-11/2 S-36 Lonal Pretention MBM 32-1 H-24 Procedure in Testing Soils and River MP 2-590 H-8 Sediment TM S-56 Kaolinite CR 3-101 S-112 Soils Testing MP S-71-16 S-35 and Test Program MP 4-785 S-21 S-113 Labrador, Canada TM 3-343/6 S-66 MP S-75-11 s-46 Lacquering of Sampling Tubes TR 3-514 S-77 Karachi, West Pakistan TM 3-343/126 S-71 LaFarge Lake MP Y-76-5 E-30 Karol-Warner Conbel ConsolMP Y-77-2 E-30 idation Loading Device MP 3-478/2 S-15 Lages Air Force Base · TM 3-343117 S-67 Karup Air Base TM 3-343/57 S-68 Lagoons MP Y-77-5 E-30 Kaskaskia Laguna Army Airfield MP S-73-50 S-43 Lock CTIAC-60 C-44. TR 3-466/14 S-75 River MP 6-730 C-12 Lahaina Harbor, Hawaii MP H-76-8 H-16 TR H-69-1 H-54 Lajes Air Force Base MP 4-179 S-8 Kastellion Air Base TM 3-343/66 s-68 Lake CR H-75-1/ Kaw Darn TR H-70-14 H-57 17-5 H-70 Kawaihae Harbor TR 2-806 H-53 TR H-73-4 H-59 Kavsinger Bluff Dam TR 2-809 H-53 Conway TR A-78-2 M-49 Keesler Air Force Base MP 4-694 S-20 and MP S-69-45 S-31 M-50 
Term Term 
Lake (Cont) Landing Dardanelle TR H-77-4 H-66 Facilities ™3-416 S-73 Erie CR H-75-1/ Mat CR S-69-7 S-115 17-6 H-70 CR S-71-1 S-104 MR 80-10 CERC-13 CR S-71-3 S-99 MR 82-9 CERC-14 CR S-74-1 S-104 MR 82-15 CERC-14 CR S-75-3 S-118 TM 37 CERC-38 IR S-69-3 S-2 rR 2-456 H-42 IR S-69-4 S-2 TR H-76-111 H-63 IR S-70-2 S-2 International Jetport Model CR 1-1.•74-1 H-70 IR S-74-2 S-1 CR H-75-1 H-70 MP 4-29 S-4 MP H-76-3 H-15 MP 4-51 S-5 TR H-74-6 H-60 MP 4-221 S-10 Waterway TR H-70-3 H-56 MP 4-317 S-12 Huron TR H-76-l/4 H-64 MP 4-581 S-18 Koocanusa TR H-74·15 H-61 MP 4-599 S-18 Level TM 36 CERC-38 MP 4-615 S-19 TM 37 CERC-38 MP 4-655 S-19 TM 38 CERC-38 MP 4-656 S-19 Michigan CR 2-46 H-71 MP 4-747 S-21 MP 10-75 CERC-9 MP 4-753 S-21 MR 79-3 CERC-12 MP 4-759 S-21 MR 81-2 CERC-13 MP 4-786 S-21 TP 76-16 CERC-30 MP 4-787 S-22 TP 79-4 CERC-32 MP 4-789 S-22 TM 36 CERC-38 MP 3·798 S-22 TR 76-1 CERC-34 MP 4-817 S-22 TR H-76-1/3 H-64 MP 4-820 S-22 Maracaibo TM 106-1 H-31 MP 4-884 S-24 Okeechobee TM 56 CERC-29 MP 4-886 S-24 TM 150-1 S-57 MP 4-897 S-24 TM 150-2 S-57 MP 4-967 S-26 TR 2-449 H-42 MP S-68-9 S-27 Ontario TM 38 CERC-38 MP S-68-11 S-27 TR H-70-3 H-56 MP S-69-2 S-28 TR H-76-1/2 H-64 MP S-69-3 S-28 Ouachita TR 1-647/2 W-30 MP S-69-17 S-29 Pontchartrain HP 3-842 S-23 MP S-69-28 S-30 MP S-75-8 S-47 MP S-69-29 S-30 TR 2-636 H-47 MP S-69-39 S-30 TR S-75-6 S-91 MP S-69-40 S-31 Superior TR H-76-1/5 H-611 MP S-69-41 S-31 Surfaces TM 25 CERC-38 MP S-69-49 S-31 Traverse Project TM 118-1 S-56 MP S-70-4 S-32 Washington Ship Canal Z-11 MP S-70-5 S-32 1/aterways Experiment Station MP H-68-4 H-10 MP S-70-6 S-32 TM MS-10 MP S-70-9 S-32 Lakenheath, Suffolk, England TM 3-343/104 S-70 MP S-70-21 S-33 Lakeshore Processes MP 1-75 CERC-8 MP S-70-23 S-33 Laminar MP S-70-26 S-33 Boundary Layer TM117 CERC-43 MP S-71-3 S-34 Flow TM 47 CERC-39 MP S-71-7 S-34 Laminated Wood Airplane Landing MP S-71-21 S-35 Mat TM S-58 MP S-71-29 S-36 Lance Missile Launcher MP 4-920 S-25 MP S-72-4 S-36 Land MP 4-64 CERC-7 MP S-72-5 S-36 Appli<Oation of V/aste MP S-72-16 S-37 Materials MP D-76-5 E-3 MP S-72-38 S-38 Enhancement CR D-74-7 E-21 MP S-72-39 S-38 Improvement MP D-76-13 E-3 MP S-72-40 S-38 TR DS-78-21 E-28 MP S-73-8 S-40 Management MP Y-78-2 E-30 MP S-73-11 S-40 Marine Interfaces HP 4-829 M-6 MP S-74-6 S-44 Pans MP H-68-4 H-10 MP S-74-12 S-45 TM MS-10 MP S-74-14 S-45 Use HP D-78·4 E-4 MP S-75-9 S-47 TR D-77-43 E-13 MP S-75-13 S-47 TR D-78·55 E-19 MP S-76-23 S-50 TR DS-78-20 E-28 MP S-77-1 S-50 Value TR 0·78-19 E-16 S-58
™ 
Landfill Z-15 CR D-74-2 E-23 
54-INDEX  
Term-·-------------··-·-·--... ---------- Term-------- 
Landing (Cont)  LANDSAT  
Mat  (Cont)  TM TM  211-2  S-59 s-59  Digital Data Multispectral  Data  MP M-76-16 TR M-77-2  M-14 M-32  
TM  211-3  S-59  Landscape  
TM  211-4  S-59  Development  CR  D-75-5  E-24  
TM  212-1  S-59  Geometry  MP  3-521  M-4  
TM  212-2  S-59  Landslide  
TM  212-3  S-59  Generated Water Waves  RR  H-75-l  H-29  
TM  212-4  S-59  TR  H-74-15  H-61  
TM  212-5  S-59  Induced Water Waves  MP S-73-1/15  s-39  
TM  212-6  S-60  Landstuhl  Air  Base  TM  3-343/26  S-67  
TM  3-266  S-62  Laneport Dam  TR  S-71-6/3  S-87  
TM  3-i24  S-65  Langley  
TM  3-400  s-n  Air Force Base  MP  4-722/4  S-20  
TM  3-418  S-73  Field  Z-14  
TR  3-4'33  S-74  Laon-Couvron Air  Base  TM  3-343/21  S-67  
TR  3-461  S-75  Laredo Air  Force  Base  MP  S-69-44  S-31  
TR  3-539  S-78  Larisa Air Base  TM  3-343/68  S-69  
TR  3-563  S-78  Larson  Air  Force  Base  MP  3-534  s-17  
TR  i-574  S-78  Laser  
TR  3-592  S-78  Dam  Alignment  Instrument  MP  0-73-4  MS-8  
TR  3-634  S-80  Profilometer  System  MP  M-73-7  M-11  
TR  3-677  S-81  Radiation  TR  M-48  
TR  3-800  S-84  Water  Hyacinth Growth  TR  M-48  
TR  3-812  S-84  Laterite Gravel  TR  S-76-5  S-93  
TR  3-820  S-84  Latex  
TR  S-76-10  S-93  Base Concrete Curing Compounds  MP  4-81911  S-22  
AM2  MP  4-850  S-23  Systems for  Dust  Control  CR  3-172  S-104  
MP  4-852  S-23  CR  S-70-4  S-104  
England  AFB  TR  3-679  S-81  Latisteel  Airplane Landing  Mat  TM  S-58  
Failure Study  t1P  4-881  S-24  Latticework  MP  S-71-17/4  S-35  
Forward  Airfields  CR  4-9  S-109  Launch Facility  
CR  4-10  S-119  Foundation  MP  S-70-20  S-33  
MP  li-113  S-7  Space Vehicles  MP  4-576  s-18  
Ground  Flotation  MP  S-70-30  S-34  Lawn  Sod  Production  CR  D-75-1  E-21  
Membrane-Enveloped Layers Modified  Soil  MP  S-75-14  S-47  Lawson Air Force Base Army Airfield  MP MP  4-3/3 4-411  S-4 S-14  
M8  TR  i-507  S-77  MP S-69-19  S-29  
MX18-B  MP S-69-4  s-28  TR  3-466/9  S-75  
MX18-D  MP S-71-28  S-36  Layered  
MX18-E  MP S-73-9  S-40  Elastic Theory  Z-16  
Overlav  IR S-69-6  S-2  Media  Z-15  
MP S-69-27  S-30  TR  E-72-31  W-38  
MP S-76-24  S-50  Systems  MP M-69-8  M-9  
Panels  MP 4-788  s-22  LBGR Lo<:!ations  MP  S-48  
MP S-69-35  S-30  Le Verdon, France  TM 3-423  S-73  
Steel  TM 212-8  S-60  Leachate  TR D-78-20  E-16  
Surfaced  TR D-78-43  E-18  
Airfields  MP S-7>-27  s-41  TR DS-78-7  E-27  
SATS Airfield  TR S-75-2  S-91  Leakage in the Triaxial Test  CR 3-84  s-lo6  
Subgrades  IR S-70-3 MP S-70-19  S-2 S-33  Lean Clay  TR 3-545/2  M-20  
Test Facility  MP S-69-50  S-31  TR S-68-6/2  s-85  
MP  S-72-10  S-36  Subgrade  TM  3-34911  S-71  
Tie  Bars  TR  C-69-3/2  C-36  Mass Concrete  TM  6-380  C-29  
Upl i.ft XM18El  MP S-75-16 MP S-69-51  S-47 S-31  Least  Squares  TR MP  C-74-2 5-667  C-38 MS-5  
Pads  TR  3-675  S-81  Lecompte Control  Structure  TM  3-292  S-63  
TR  3-686  S-81  LEO  CETA  81-5  CERC-3  
TR  3-773  s-84  MP  2-70  CERC-7  
Sites  MP  M-73-7  M-11  MR  82-6  CERC-14  
Strip  MP MP  4-701 4-844  S-20 S-23  R TM  4-74 49  CERC-19 CERC-28  
MP  4-931  S-25  Leopard  2 AV  Tank  MP M-77-3  M-15  
TR  3-554  S-78  Lesser Antilles  MP  6-400  C-6  
Eglin Air  Force  Base  MP  4-110  S-7  

55-INDEX 
Term Levee 
Alignments 
Clear Creek 

Extensions South of Eagle Lake Found at ions Grades Kansas City District Lake Okeechobee 
Lake Pontchartrain 
Louisiana 
Mauvais Teree 
Miller City 
Missouri and Mississippi 

Rivers Omaha District Point Remove Creek st. Louis Industrial Park Sanitary District, East St. 
Louis Lexington Harbor, Michigan Libby 
Army Airfield 
Dam 
Liberia 
Liberty Army Airfield State Park 
Libya 
Lidar Observations 
Liesnoi Island 
Lift Locks, Trinity River, Texas Thickness 
Light Draft Vessels 
Path Behavior Lightweight Aggregates Lignin Lignite Lime 
Fly Ash-Ae~gregate Mixtures 
.Regort  No.  ~.!'!.-------------- 
B  12  S-1  Limestone  MP  C-69-l  C-16  
MBM  31-8  H-24  TP 76-4  CERC-30  
MBM  32-1  H-24  TR  S-68-6/3  S-85  
MP  S-69-53  S-31  Aggregate  MP  6-395  C-6  
TM  8-1  S-55  MP  6-724  C-11  
TM  8-2  S-55  MP  6-782  C-13  
TM  52-1  S-55  TM  6-371  C-28  
TM  67  CERC-40  TR  6-748  C-34  
TM  80  CERC-41  Ozark Highlands  TM  199-l  S-58  
TM  135-1  S-56  Pavement  Design  TR  S-76-17  S-95  
TM  142-1  S-57  Limnos  System  TR A-78-3/3  M-51  
TM  155-1  S-57  Lindholme,  Yorkshire,  England  TM  3-"34"3/120  S-71  
TM  184-1  S-58  Linear  
TM  3-267  S-62  Regression Analyses  MP  5-667  MS-5  
TM  3-424  S-B  Statistical Analysis  MP  N-78-7  11-n  
MBM  31-9  H-24  Wave  Refraction  RR  H-71-3  H-28  
TM  80-1  S-55  Lined  
TM  80-2  S-56  Channel  Expansions  TR  H-74-9  H-61  
TM  163-1  S-57  Openings  in  Jointed  Rock  CR  N-69-113  \i-45  
p  A  H-26  TR  N-73-6  il-38  
B  11  S-1  Liquefaction  CR  S-76-5  S-101  
MBM  34-2  H-24  RR  S-76-2  S-54  
MBM  32-3  H-24  Failures  MP  S-76-4  S-48  
TM  150-1  S-57  Monterey No.  0  Sand  t4P  S-76-6  S-48  
T;1  150-2  S-57  Sand  CR S-76-9  S-115  
TR  2-449  H-42  TR  S-78-2  S-95  
MP  S-75-8  S-46  w.  G. Huxtable  Pumping  Plant  MP  S-76-8  S-49  
TR  S-70-2  S-86  Liquid  
TM  65-1  S-55  Limit  MP  3-146  S-12  
MP  2-13  H-4  TM  3-286/2  S-63  
Devices  MP  3-473/3  S-15  
MBM  38-1  li-24  Test  MP  3-1188  S-16  
MBM  32-3  H-24  TM  3-286/1  S-63  
MBM  34-1  H-24  Nitrogen Soil-Moisture  
MBM  31-3  H-23  Samplers  ~IP  4-371  M-3  
Literature  
TM  154-l  S-57  Review  ~IP  S-76-9  S-119  
MR  82-13  CERC-14  MP S-77-6  S-50  
TR D-77-33  E-11  
MP  S-71-11  S-34  Survey  /A  Z-4  
TR TR  3-466/11 H-74-15  S-75 H-61  Little Creek,  Virgi.nia  MP  M-74-5  M-12  
TR  H-76-17  H-65  MP  M-78-8  M-16  
TR  H-76-21  H-65  TR  3-463  S-75  
TM  3-343113  S-66  Grassy Dam  TM  179-1  S-57  
Kanawha  River  TR  H-75-5  H-b2  
MP  S-68-2  S-27  River  Inlet, South  Carolina  TR  H-77-21  H-67  
MP  H-76-18  H-17  Rock  
TM  3-343/ 79-80  S-69  Air Force Base Reach, Arkansas  River  MP TR  S-68-28 H-72-3  S-23 H-58  
TM  3-343/ 82-84  S-6':1  Sioux River Littleville Darn  TR MP  2-762 S-70-13/2  H-52 S-32  
PNE  1110  ',i-17  Littoral  
PNE  1119  il-17  Barrier  R  77-6  CERC-20  
TR  33  li-29  R  33-10  CERC-23  
Cell  MP  H-78-8  H-19  
TR H-77-7  H-66  Currents  B  3/l  H-l  
TM 3-2'71/8  S-62  Drift  R R  7-71 25-73  CERC-17 CERC-18  
CR 2-5  H-71  R  26-73  CERC-18  
CR 2-7  H-71  Phenomena  R  9-73  CERC-13  
MP  0-73-12  MS-8  Sand  TM  19  CERC-27  
MP  6-25b  C-5  Transport  R  81-2  CERC-22  
MP  3-122  S-7  Sediment  Transport  TR  H-76-n/2  il-65  
MP  6-330  C-6  Studies  TM  131  CERC-44  
HP  3-122/5  S-7  Transport  MP  li-77-ll  H-18  
TR  S-76-9  S-93  TM  18  CERC-26  
TM  114  CERC-4·~  

56-INDEX 
Term Term 
Littoral ( Cont) Lock (Cont) Zone r4P 4-70 CERC-7 Filling and Emptying System HP H-76-13 H-17 TP 77-5 CERC-31 Holt Lock and Dam TR 2-698 H-49 Livingston Crater CR 2-39 W-43 Gates TR 2-651 H-47 LN305 MP M-73-5 M-11 Hastings, Minnesota TM 117-2 S-56 LN309 MP M-71--4 M-10 No. 19, Mississippi River TR 2-537 H-44 LNG Performance MP H-74-6 H-14 Facility, Los ~ngeles Harbor MP ll-77-13 H-18 Pile Foundation TR S-74-6 S-90 Terminal Sites MP H-78-2 H-19 Prototvpe Tests TR H-75-11 H-62 Load Sault Ste. Marie MP C-73-8 C-21 Buried Box Stru~tures TR S-73-5 S-95 Site No. 2, Proposed Pearl Carrying Evaluation MP 4-479 S-16 River Improvement TM 131-1 S-56 Deformation HP S-73-17 S-53 Trinity River, Texas TR H-77-7 H-66 Fra~ture CR S-76-15/I S-119 Viall MP N-75-8 W-11 Generator CR 3-98 S-99 Lockbourne Air Force Base MP S-73-54 S-43 CR 1-99 S-99 Locomotion Model MP M-71-7 M-10 Transfer TR S-69-10/3 S-86 Loess CR 2-39 Vl-43 Loading CR 3-26/5 S-110 MP 4-838 H-6 CR 3-26/9 S-110 MP S-74-28 S-46 Conditions CTIAC-24 C-41 RR S-69-1 S-54 rw c-77-3 C-24 TM V/-2'7 Function TR M-76-2 M-31 TM 156-2 S-57 Tests CR 3-146 S-114 TR 2·-482 \-1-30 Lock B 2/3 H-1 Lofted Mine Concept MP M-77-11 M-15 CR 2-1/13 H-74 Log Skidder MP M-69-1 1'1-8 ~rkansas River TR 2-743 H-51 Logistical Carrier MP M-70-9 M-9 Capacity MP ll-75-9 H-15 LOKDAP MP ll-74-6 H-14 Tll ll--73-25 H-69 Long Culvert Beach ~nalysis Program MP K-77-2 MS-7 Breakwater MP ll-76-10 H-16 Frame Analysis MP K-73-5 MS-6 Harbor MP H-76-4 H-16 Outlet Basins MP 2-794 H-9 MP H-76-20 H-17 and Dam MP H-76-15 H-17 MP H-77-10 H-18 TR H-75-9 H-62 TM 2-265 H-37 Arkansas River TR 2-623 H-46 Island, New Jersey MR 80-9 CERC-13 Demopol is, Al abarna TM 140-1 S-57 Model TR H-75-4 H-62 No. Branch, New Jersey TM 62 CERC-40 1 Island TM 128 CERC-43 Red River Waterwav TR H-77-13 H-67 Sound TP 81-3. CERC-33 St. Lucie Canal TM 153-1 H-32 TR D-77-6 E-6 c, Red River Waterway CTIAC-55 C-44 Lake, Alaska MP H-71-7 H-12 3 Sault Canal TR 2-489 H-43 Arkansas River TR H-6o-8 H-54 Shot MP 1-957 V/-6 Monongahela River MP C-76-9 C-24 Wave Energy R 82-2 CERC-22 4 Longshore Arkansas River TR 2-746 H-51 Bars TM 15 CERC-37 Cofferdam Diversion MP H-71-9 H-12 Energy Flux CETA 80-3 CERC-3 Monongahela River Tll 2-736 H-51 Transport R 77-6 CERC-20 5 and 7, Arkansas River TR 2-655/A H-47 TP 79-1 CERC-32 6 TM 121-1 H-32 Rate CETA 80-6 CERC-3 7, Arkansas River TR H-69-3 H-54 R 12-73 CERC-18 8, Arkansas River TR H-73-10 H-59 TP 80-4 CERC-32 9, Arkansas River TR 2-817 H-53 Troughs TM 15 CERC-37 1~, ~rkansas River TR H-'70-8 H-56 Wave Energy TR li-74-6/ 14, Arkansas River TR H-71-1 H-57 17-3 H-60 17, Arkansas River TR H-70-12 H-57 Lookout Point Dam TR 3-502 S-7'7 26, Mississippi River MP C-72-4 C-19 Lop Buri CR 3-156/B M-41 MP C-76-1 C-2·1 Lopez Dam MP S-71-17/4 S-35 HP H-73-10 H-19 Lorain TR H-73-15 ll-60 Harbor TR 2-628 H-46 51, Ohio River HP H-74-4 H-14 Ohio R 83-12 CERC-23 52, Ohio River MP C-74-5 C-22 Loring Air Force Base MP 4-898 S-24 53, Ohio River MP C-74-7 C-22 MP S-73-51 S-43 Data Analysis Program MP H-74-6 H-14 Lorran Lake Cutoff MBM 91-1 H-25 Design MP H-75-7 H-15 Los Angeles Emergency Gate, Barkley Dam TR 2-689 H-49 County Drainage Area R 2-212 Z-12 Fa<:!ilities TR H-74-5 ll-60 District INR 9 Z-5 
57-INDEX 
Term 
Los Angeles (Cant) Harbor 
Model Llanos Air Base Lunas, New Mexico 
Lost Creek Louisiana State Highway No. 30 
Low Density Concretes Ground-Pressure Equipment Sill 
Control Structure, Louisiana Structure, Old River 
Strength Concrete Soils 
Yield Nuclear Explosions 
Lower Mississippi 
River Levees 

Valley 
LRV Wheels Ludington Harbor Ludlam Beach, New Jersey Lunar 
Applications 
• 
Chemical Explosives Excavation Explosives Rover Vehicle Roving Vehicle 
) ilheel Soil Simulant 
Surface 
Vehicles Luxemburg Airport Lynnhaven Bay and Inlet Lytle Creek 
M8 Landing Mat Steel Landing Mat 
M8Al Landing Mat Steel Landing Mat 
M9Ml Landing Mat M9M2 Landing Mat M-15 Antitank Mine MP H-77-10 MP H-77-2 MP H-77-13 TR H-78-23 TR H-75-4 TM 3-343/86 TR S-77-4 TR E-75-1 TM TM 3-278 
MP C-70-8 
TR DS-78-9 
TR H-77-2 MP 3-148 MP 3-200 TR 3-602 
MP C-74-14 
MP N-76-1 
MP N-77-1 
MP N-78-3 
TM 184-l TM 3-424 MP 3-818 TM 3-273 TM 3-311 TR 3-658 TR 3-712 
TR S-71-5 
TR M-71-10 TR H-75-14 MR 80-3 
TM 70-6 TR 25 TM 70-5 TM 69-12 TM 70-4 t1P M-71-3 MP M-72-3 TR M-71-7 TR M-70-15 TR M-71-10 TM 70-4 TR 11-70-2 TM 3-343/61 
TM 2-348 
TR H-75-7 
TR 3-433 TM 3-400 
MP 4-935 MP 4-817 MP 4-967 MP S-70-9 MP 4-581 MP 4-501 TR 3-470 H-18 H-17 H-18 H-69 H-62 S-69 S-94 W-39 S-61 S-62 
C-17 E-27 
H-66 
S-8 
S-9 
S-79 
C-22 
Z-16 
W-11 
~~-12 
W-13 
S-58 S-73 S-22 S-62 S-64 S-81 S-82 S-87 M-28 H-63 CERC-12 
\1-24 W-29 li-24 W-24 \J-24 M-10 M-10 M-28 M-27 M-28 \/-24 M-26 S-bil H-39 H-62 
S-74 S-72 
S-25 S-22 S-26 S-32 S-lil S-16 S-76 
1!;!:."!.-----------------------------
Ml9 Landing Mat Uplift M35A2 (Modified) f160Al Tank 
M60A1El Tanks M60AlE3 Tanks Mll3Al Ml51A2 Utility Truck MacDill Air Force Base 
Machias Study Area, Maine Macrobenthic Community Macroearthquakes Macrofauna 
Macrogeometry 
Terrain Analysis Macroinvertebrate Macrophytes of Lake Conway 
Madagascar; Canal Zone Analogs V Madrid, Spain 
Ma~ic Island Complex Magnesium Oxide Magnetic 
Data 
Tape Wave Recorder Maid-Miles System Maintenance Projects Malmstrom Air Force Base Malodors f1ammals 
Man 6X6 and 8X8 Cargo Truck Manager's Overview of WES Manasquan Inlet Manchester Islands Manganese in Sediments Manhole 
Mankato Manning's "n" Manston, Kent, England Map 
Construction 
Generalization 
c;round Mobility 

Mapping Terrain Microgeometry Trafficability 
Maracaibo March Air Force Base 
Marcus Hook Anchorage, Delaware River Schuylkill Reach 
Mare Island Strait Marina del Rey Marine 
Animals 
Benthos MP S-75-16 MP M-72-2 MP M-75-5 MP t1-77-9 TR M-·ro-lo MP M-75-5 MP M-72-2 MP M-76-6 MP 4-34 MP 4-144 MP C-70-16 TR D-77-2'>,/C TR S-71-1/19 TP 76-14 TR D-77-24/F CR 3-68 CR 4-86 CETA 79-3 TR A-78-2/1 
/I CR 3-10/V TM 3-143/7'7 TM 3-141/89 TR 2-767 MP C-76-5 
MP M-75-2 TM 58 t1P M-78-6 TR H-7:!-513 t1P S-73-22 CR D-76-9 TR A-78-2/1/ 
II 
TR A-7'd-2/2/ 
II 
MP M-77-4 MP 0-73-8 MP b-793 TM 1131-1 MP D-76-18 MP 1-984 MP N-72-5 TR H-78-8 B 1/1 TM 3-343/90 TR 3-726/ 
VIII 
TR M-74-2/B TR M-77-3 MP 4-687 
TR 3-726/VII MP M-74-8 TR 3-612 HP 4-461 TM 106-1 MP 4-213/2 MP S-73-~8 
MP il-76-17 MP 2-887 TM 81-1 TR 2-671 
TR D-77-24/ B-C TR D-78-35/1 
S-47 
M-10 
M-H 
M-15 
M-26 
M-n 
M-10 
M-14 
S-5 
S-8 
C-18 
t:-8 
S-40 CERC-10 E-10 
~1-4~ 
M-115 
CC:HC-2 
M-4~ 
M-43 S-69 S-b9 H-52 C-21 
M-12 CERC-40 M-16 H-68 S-41 E-21 
M-49 
M-50 M-15 HS-8 C-13 H-33 E-1 
~~-6 
\v-3 
H-68 
ll-1 
S-69 
M-2·~ 
M-30 H-32 
M-5 11-23 M-12 S-79 M-4 H-31 S-9 S-42 
11-17 H-10 H-30 H-48 
E-9 E-17 

58-INDEX 
Term 	Term ~.£ort No. 
Marine (Cont) 	Masonry TR b-596 C-33 
Environment 	CT!AC-15 C-40 Cement TM 6-359 C-28 CTIAC-49 C-43 Unit-Masonry Mortar InterMP C-75-4 C-23 action MP 6-433 C-7 
Limestone TP 76-4 CERC-30 Mass Organisms MR 82-14 CERC-14 Coefficient TM 24 CERC-27 Pipeline MR 77-2 CERC-10 Concrete B 39 C-1 Soil Mer,hani."s TR S-72-11 S-89· CTIAC-23 C-41 
Maritime Alps t1P 3_:561 S-18 MP 6-123/5 C-2 Marked Tree Siphon B 2/3 H-1 MP 6-123/6 C-2 MP 2-1 H-4 MP 6-123110 C-3 Markland Locks and 'Dam TR 2-446 H-42 MP 6-123113 C-3 TR 2-566 H-44 MP 6-123114 C-3 Markov Model H 7-73 CERC-17 MP 6-123115 C-3 Marrakech Airfield TM 3-343114 . S-66 MP 6-132/3 C-3 Marsh TR D-77-35 E-11 MP 6-467 C-7 
Arch Bridge, Fort Riley MP C-77-1 C-24 MP 6-586 C-9 
Creation CR D-'75-2 E-21 MP 6-936 C-15 
Develop~nent CETA 77-1 CERC-2 MP C-72-19 C-20 

Site MP C-73-10 C-21 Apalachicola Bay TR D-78-32 E-17 MP C-77-6 C-24 Columbia River TR D-77-38 E-12 TM C-27 Galveston Bay TR D-78-1~ E-15 TM 6-307 C-27 Grays flarbor TR D·-78-11 E-14 TM 6-345 C-28 James River TR D-77-21 E-8 TM 6-352 C-23 South San Francisco Bay TR D-TB-57 E-20 TM 6-380 C-29 E:>tabl L;iunent Work CR D-77-3 E-22 TR 6-748 C-34 E~:>tuarine Ecosystems TR D-78-3 E-13 TR 6-804 C-35 TR ll-78-52 E-19 TR C-69-l C-36 Habitat 78-13 CERC-21 TR C-70-4 C-37 Development TR D-77-23/ TR C-74-2 C-38 F-I E-9 TR C-74-4 C-38 
TR D-78-31 E-17 Blocks MP 6-123/9 C-3 Island Site Selection CR D-76-211 E-21 Dams MP 6-247 C-5 Plant CH D-74-9/Il E-24 Mixtures MP C-68-4 C-16 
t1P D-77-1 E-3 Pozzolans MP 6-422 C-7 MP D-78-6 E-4 Structures TR 6-540 C-31 TR D-77-2 E-5 TR 6-811 C-36 TR D-77-28 E-10 TR C-74-3 C-38 TR D-77-40 E-12 TM 6-330 C-28 TR ll-78-6 E-14 Surfaces TM 6-353 C-28 TR D-78-2b/A E-17 Earth Movement CR 3-92 S-119 TR D-78-51 E-19 CR 3-137 S-105 
Delaware, Georgia, and Maine TR D-'77-36 E-11 CR 3-138 S-116 Establishment CR D-74-9 E-24 CR 3-139 S-118 Species TR D-76-·5 E-5 CR 3-141 S-103 Gulf Coast Area TR ll-77-44 E-13 CR 3-142 S-115 
Screw Amphibian 	MP 4-751 M-5 CR 3-157 S-116 TR 3-641 M-21 Cll 3-138 S-116 TR A-77-111 11-49 Placement of Sand Asphalt TM 3-329 S-65 
Soils TR D-77-23/E E-9 Stabilization of Earth CR 3-92 S-119 Vegetation SR 9 CERC-25 Massachusetts Bay TP 76-3 CERC-30 Marshall Islands MP 4-855 S-23 Hatagorda 
MP S-68-14 S-27 Bay MP 2-541 H-7 Marshland Areas MP 3-182 S-9 Ship Channel Z-12 Martin Darn CTIAC-18 C-42 Model TR 2-711 H-49 Martins Fork Dam MP C-77-7 C-24 Material Maryland MP 3-2 S-4 Evaluated as Soil Stabilizers MP S-77-15 S-51 Marysville Lake Hydrothermal Handling Equipment MP M-74-5 M-12 
Study 	TH H-77-5 H-66 Highway Construction MP 6-277 C-5 
Hasonboro Inlet 	GITI 6 CERC-5 Modeling Rock MP 6-934 C-15 GITI 15 CERC-6 Property GITI 18 CERC-6 Airport Pavement Systems CR S-75-6 S-99 GITI 22 CERC-b Investigation MP S-49 MP H-75-10 H-15 MP S-50 
MP H-78-12 H-20 Response Characterization MP S-77-11 S-51 TR H-76-4 H-64 Suspension TM 122-1 MS-10 Movable-Bed Model MP H-76-14 H-17 Transport TM 158-1 MS-10 
59-INDEX 
Term 
Term--------------------
Mathematical Mechanical (Cont) Material Models CR S-68-1/1 S-118 Impedance TR 6-780/2 C-35 MP S-72-ll/1 S-36 TR N-75-6 ;1-40 Model CR 3-24/6 M-37 Radiation Effects CR 1-lll ';/-4'( MP H-74-10 H-14 Hechanics of \/heels TR 1-729 t1-24 MP M-68-7 M-8 TR M-68-2 M-25 TR D-74-1 E-5 Media Classification for TR D-76-1 E-5 Explosive Excavation TM 71-3 W-25 TR D-77-12 E-9 Medical and Veterinary Diseases MP D-78-1 E-4 TR H-73-16 H-60 Medium TR H-77-5 H-66 Lift Locks, Trinity River TR H-77-7 H-66 TR H-77-18 H-67 Structure Interaction TR N-72-7 H-37 TR H-78-1 H-67 Meeker Control Structure TM S-61 TR M-68-1/l M-25 Meili Flex-Trac MP 4-412 t1-3 TR M-70-9 M-26 Meiofauna TP 76-14 CERC-~0 TR M-72-3 M-29 Meknes Air field TM 3-343/15 S-66 TR M-73-4 M-29 Mekong Delta, South Vietnam TR S-69-7 S-85 TR N-73-7 11-39 Mellwood (Arkansas) Levee Unit TM 142-l S-57 Modeling MR 77-10 CERC-11 Meltwater Gaging Program MP 2-597 H-8 TM 32 CERC-27 Helvern Dam MP H-77-5 H-18 Simulation RR H-73-2 H-28 Membrane CR S-71-7 S-106 Storm Surge Model MP H-78-5 H-19 MP 4-847 S-23 Mather Air Force Base MP 4-316 S-12 MP S-6/:l-20 S-2U MP 4-321 S-12 MP S-76-23 S-50 MP S-73-31 S-42 TR 3-492 $-7/J Matthes on Roughness Coeffi-TR 3-592 S-7/:l cients B 1/3 H-1 TR S-71-11 S-8i.J Mattress Casting MP 6-634 C-10 rR s-n-3 s-89 Haui, Hawaii TR 2-644 H-47 TR S-75-1 S-91 Mauripur, Karachi, "est Pakistan TM 3-343/123 S-71 TR S-75-2 S-91 Mauvais Terre Levee and Drainage TR S-75-8 S-91 District TM 65-1 S-55 Airfield Surfaci~~ TR S-74-2 S-90 Maxwell Locks and Dam TR 2-579 f!-45 Curing and Bonding Compounds MP C-75-1 0 C-2"3 TR 2-672 H-48 Encapsulated May Two-Piece AM2 Landing Mat MP S-68-11 S-27 Pavement Sections Z-17 Mayersville Sediment Survey B 1/1 H-1 Soil Layer Z-7 t~BT70 Tanks TR M-70-10 M-26 Enveloped Soil Lavers IR S-69-5 S-2 McAlpine Lock MP 2-622 H-8 IR S-71-1 S-"3 TR 2-778 H-52 MP S-68-13 S-27 and Dam TR 2-749 H-51 MP S-72-6 S-3G McClellan Air Force Base MP 4-311/6 S-11 HP S-73-5 S-40 MP 4-311/7 S-11 MP S-75-14 :)--47 MP 4-311/8 S-11 TR S-74-9 S-91 McConnaughay Asphalt Patch Plant MP 4-228 S-10 Forming Compounds TM 6-385 C-29 McConnell Air Force Base MP S-73-29 S-42 TR C-68-1 C-36 McCoy Air Force Base MP 4-213/3 S-9 Surfaced Runway MP 4-620 S-19 McGee Bend Dam MP 2-264 H-5 Sur facing CR S-70-1 S-119 MP 3-489 S-16 TR S-'71-10 S-88 HcNary TR 3-675 s-81 Darn TM 2-252 i!-37 TR 3-773 S-84 Lock MP 2-146 H-4 TR S-b3-3 S-85 TR 2-552 ll-44 Type t1aterials TR 3-539 ::l-73 Meander Memphis HP 3-140 S-8 Belt TR 3-604 S-79 Engineer Depot TM 89-1 !·1-30 Model R 16-1 P-4 r:~ tJ9-2 il-30 Meandering Harbor Tt~ 2-'320 !1-38 Alluvial Rivers TM H-35 Municipal Airport MP 4-519 S-17 Channels TM 2-429 H-41 ~1<mtone Damsi te MP S-75-6 S-46 Model Streams TM H-35 MEPS Z-17 Measurement Devices Heramec Old River Navigation Lock IR 5 S-2 Lake TR H-78-15 il-68 Port Allen Lock IR 3 S-2 Park Mechanical Dam TR H-70-1 H-56 Agitation on Drying Rate TR D-77-10 E-7 Reservoir MP 3-985 s-26 Constitutive Models MP S-77-19 S-51 Mercury TR D-77-24/C E-9 Control TR A-78-3/2 M-51 Differential Thermometers MP C-69-ll C-16 Hammers MP 4-357 S-12 MESL Z-7 Harvesting of Aquatic Plants TR A-78-3 M-51 TR S-74-8/III S-90 Construction MP S-7b-14 S-4~ Demonstration Road MP S-74-13 S-45 
60-INDEX 
~ort No.
Term----------------------Term~----------------
Metal TR D-77-23/E E-9 Military (Cant) Membranes MP 4-54 S-5 Bulk Explosive Systems MP N-76-9 W-12 Uptake TR D-76-5 E-5 Command Center MP N-78-6 W-13 TR D-77-40 E-12 Drilling Applications MP E-74-5 W-10 TR D-78-6 E-14 Engineering Z-6 Meteorological Data MP 4-298 M-2 Commercial Explosives TR E-73-2 W-38 TR M-77-4/2 M-33 Nuclear Explosives TR l \1-28 Methyl Bromide Treatment MP 4-728 S-21 Evaluation of Geographic ~lEXA TR t1-70-ll M-27 Areas MP 3-610 H-4 Mexican Desert CR S-116 Facilities TR S-71-14 S-88 TR 3-630/3 S-80 Field Exercises MP S-76-24 S-50 Michael Army Airfield MP 4-976 S-26 Geographic Intelligence MP M-72-6 M-10 TR 3-466115 S-76 Ground Targets MP M-76-13 M-14 Michigamme Study Area, Michigan MP C-70-10 C-17 Installations TR M-76-10 M-32 Mi.crobarograph Measurements PNE 1118 W-17 Ml51A2 Utility Truck MP M-76-6 M-14 Micror.o;;m TR D-78-52 E-19 Mobility CR 3-73 S-103 Nicrocracking MP 6-731 C-12 Operations CR 3-24 M-36 TR 6-764 C-35 and Microdot Embedment Strain Gage TR 6-811/2 C-36 M-37 Microearthquake Monitoring TH S-77-2 S-94 Personnel Shelter Concepts Z-14 Microgeometry IR 6 M-1 Region: A Mathematical Model CR 3-24/6 M-37 TR 3-612 S-79 Roads IR S-72-l S-3 Microrelief CR 3-80 M-40 TR 3-772 S-84 CR 3-82 M-40 TR S-75-10 S-92 Microscale Mechanisms Z-17 and Airfields MP 3-605 S-18 Microseismic Transportation MP M-73-15 M-12 Signals MP M-73-12 M-11 Vehicles TR M-70-11/ TR M-73-4 M-29 2-4 M-27 Wave TR M-Ti-3 M-29 Mi 11 Creek Propagation MP S-73-53 S-43 Dam TM 156-l S-57 TR M-73-2 t1-29 TM 156-2 S-57 Microthe:;aurus Flood-Control Project TM lll8-l H-33 Scientific and Technical Terms t1S-9 Midfloodway Gabion Barrier INR 9 Z-5 Soil Mechanics Terms SMIAC S-98 Miller V~hicle Mobility, Environment, Bend R 2-5 P-1 and Pavement Terms PSTIAC-l M-34 City MP 2-13 H-4 Microwave Sands Oven MP 3-478113 S-16 Bar, Columbia River Estuary MP 2-765 H-9 MP C-73-7 C-21 Marsh and Upland Habitat Spectral Region TR 3-693/5 M-23 Developnent Site, Columbia MIDDLE River TR D-77-38 E-12 COURSE TM 71-7 W-25 Millers Ferry Lock TR 2-718 H-50 TR 35 W-29 and Dam TR 2-643 H-47 TR E-73-3 \1-38 TR 2-775 H-52 East MP M-75-4 M-13 Mine De;;ert TR 3-630/4 S-80 Concept MP M-77-ll M-15 Yuma Analoc':,3 N0.. 1 CR 3-11/1 M-42 MP N-69-2 \1-7 GUST MP S-74-7 S-44 Ore TR N-70-3 W-36 TR N-75-1 \'1-39 SHAFT Series MP N-69-2 \1-7 TR S-73-10 S-90 MP N-70-4 W-7 TR S-73-11 S-90 MP N-72-1 \1-8 NORTH Series Z-14 MP N-73-4 W-9 Z-15 MP 0-70-2 MS-8 CR S-118 MP S-68-18 S-2'1 CR S-74-4 S-119 MP S-70-22 S-33 MP N-75-4 \1-11 TR N-69-2 ';/-33 MIDOL Cost Minimization Computer TR N-70-4 \-1-35 Code TM 72-1 \1-26 TR N-70-8 \I-3D Mighty Epic Structures Pro6 ram CTIAC-20 C-41 TR N-72-6 <1-37 MP C-'76-7 C-24 TR N-73-2 \-1-38 Migration Throw I TR N-73-3 \1-38 Benthos TH D-78-35 E-17 Under Event MP N-69-2 W-7 Chetnical Constituents CR D-76-1 E-24 TR N-69-2/4 \1-33 CR D-76-7 E-25 TR N-70-8 \'i-3b Mildenhall, Suffolk, England m 3-343/92 S-70 TR N-72-1 \'i-3b Milfoi l TH M-48 Mined Areas MP M-76-4 M-13 Milford Dam TR 6-629 C-34 Mineral Military Admixtures MP 6-345 C-6 AO>cess Roads TR 3-542 S-78 TR 6-481 C-31 Activities CR 3-36 M-40 
51-INDEX 
Term Term 
Mineral (Cont) Mississippi (Cont) Cycling TR D-78-3 E-13 River (Cont) Fines TM 6-419/1 C-29 Deltaic Plain TR 3-1183 S-76 TM 6-419/2 C-29 Dikes R 2-2 P-1 Grain Studies TM 28 CERC-38 Diversion Z-1 Resources MR 82-9 CERC-14 Fish Habitat CR Y-75-4 E:-34 Rock Event MP N-73-4 \~-9 Flood-Control Model B 'J/1 ll-2 TR N-69-2/6 W-34 Floodplain CR Y-74-3 E-34 TR N-72-6 W-37 MP Y-75-1 E-29 Soils MP 4-438 M-3 Animals and Their Habitat CR Y-7?-2 E-35 Vacuum CR 3-101/2 S-112 Floods t1BM 86-1 11-25 Mineralogical Properties of Flow, Lake County, Tennessee MBM o1-3 H-24 Aggregates MP 6-119 C-6 Geomorphic Study CR Y-75-3 E-34 MINI-MOUND TM 71-10 H-25 Gulf Mining of Coal MP H-76-2 M-13 Coast Inland Waterway MP H-75-6 H-15 MP M-76-4 M-13 MP 3-259 S-10 Minot Air Force Base MP S-73-23 S-41 Outlet Z-12 Minuteman Launch Facility MP N-74-2 W-10 TR H-78-16 H-69 MIRACLE PLAY MP N·-70-8 11-8 TR 2-636 H-47 Mi.raflores Dam TR 2-667 H-43 Levees MP 3-131 S-7 MISERS BLUFF Series Z-15 ~1P ·i-205 S-9 MP N-78-4 W-13 MP S-6tl-4/1 S-27 Missile MP E-74-2 W-10 MP S-72-21 S-37 Bases MP S-68-27 S-28 MP S-75-22 S-47 Detonation MP 1-853 W-5 TM 3-424 S-73 Explosion MP 1-792 \J-4 m 3·-430 S-73 Launcher Stability Tests MP 4-920 S-25 9-Ft Channel TR Y-74-1 E-32 Launching Sites MP S-71-19 S-35 Red River Landing TR 1 Z-8 Site MP S-73-35 S-42 Revetn1ent R 2-4 P-1 Mission Bay 17-1 P-5 Harbor TR H-69-8 H-54 Side Channels TR M-74-5 :1-30 Inle:. R 11-73 CERC-18 Stages MBM 81-6 H-25 Mississinewa Dam MP 2-536 11-7 and Tributaries TR 12 Z-8 Mississippi 1947, 1944, and 1943 Alluvial Valley MP S-77-5 S-50 Floods MBM 15-1 H-22 Basin MBM 15-2 H-23 Model H-21 Vegetational Study CR Y-75-1 E-34 thru Test Facility TR S-69-10 S-86 H-25 Valley MP 3-818 S-22 TM s 61 MP S-73-1/10 S-39 Board H-21 TR 3-658 S-81 thru Geology MP 3-208 S-9 ll-25 Missouri River Foundation Investigations TM S-64 Demonstration Projects /E L-3 County, Arkansas TR H-77-12 H-67 Division INR 10 Z-5 River B 1/2 H-1 Levees TH 3-1JIJ3 S-74 CR Y-74-2 E-34 and Tributaries CR Y-75-4 E-34 1950 and 1947 Floods t·1Bt1 12-1 H-22 MBM 31-5 H-23 1952 and 1951 Floods MBM 12-2 H-22 MP H-70-1 H-1 Misurata West Airfield, p l! H-26 Misurata, Libya TH 3-341/31 S-69 p u H-2ll M~ I. T~ Plane Strain Device CR 3-101/12 s-1n R 300-1 P-5 Miter TM 3-288 S-63 Gates MP K-73-b MS-6 TR 2 Z-8 MP K-75-9 MS-6 TR D-77-31 E-11 Type Lock Gates TR 2-651 H-47 TR H-74-8 H-61 MITIM Time Minimization Computer TR H-77-13 H-67 Code TM 72-4 \1-26 TR M-76-6 M-32 MIXED COMPANY Event Z-14 TR Y-75-1 E-32 Z-15 TR Y-75-2 E-32 CR S-118 TR Y-76-1 E-32 CR S-74-4 S-11~ Bank R 11-5 P-2 CR S-75-2 S-119 TR t1-77-1 M-32 MP C-75-2 C-22 TR S-73-5 S-89 MP M-73-5 M-11 Failure MP 3-675 S-19 MP N-75-4 d·-11 Channel B 2/3 H-1 MP S-73-62 S-4i R 19-1 P-4 MP S-74-1 S-44 R 19-2 P-4 MP S-74-8 S-44 R 19-3 P-4 Mixing MP 3-122/6 S-7 MP H-78-1 H-18 Bulk Explosives MP N-77-5 ;1-13 Concrete TR 6-440 C-'i1 
62-INDEX 
Term Report No.
---------------·--------------Term ------------
Mobile Model (Cant) Bay MP H-7?-3 H-18 Engineering Materials MP S-77-19 S-51 Model Study TR H-75-13 H-6~ Estuarial Sediment Transport TR D-77-12 E-7 Breakwater MP ll-71-8 H-12 Fate of Dredged Material CR D-76-5 E-25 TR H-68-2 H-53 Gate Vibration MP 5-87 MS-4 Materials Laboratory MP 3-138 S-3 Laws for Density Currents CR 2-l H-73 TR 3-442 S-74 and ~lability CR 3-33 M-36 H-74 CH 3-114 M-35 Limits MBM 2-17 H-21 MP 1~-147 M-2 Materials Evaluation GITI 7 CERC-5 MP 76-6 M-14 Prototype MP M-73-3 M-16 Arch Dam TR N-77-1 W-41 TR 3-702 M-23 Comparison B 3/2 H-1 TR 3-726/VII M-23 Confirmations B 2/3 H-1 TR M-70-6 M-26 Data, Marked Tree Siphon MP 2-1 H-4 TR M-70-10 M-26 Relationship MP 2-857 H-9 TR M-76-4 M-31 River Sedimentation IR H-78-1 H-3 Analysis MP 4-652 M-5 Roughness B 2/1 H-1 TR M-76-i M-31 Testing of Soils MP S-76-9 S-49 Assessment MP M-73-14 M-11 Tests MP H-76-14 H-17 TR M-73-1 M-29 Theory MP S-72-7 S-36 Chemical Constitutentc; TR D-76-7 E-5 Tunnels RR 1-6 \/-19 Con3ultant~ Conference MP t·1-4 Urban Studies MP H-74-8 H-14 environmental Research CR 3-143 M-43 Verification B 1/3 H-1 CR 3-153 M-43 Modeling MP 4-670 M-5 Behavior of a Real Soil CR S-68-1/2 S-117 MP IJ-726 M-5 Buried Vertical Cylinders TR N-76-5 W-40 TR 3-681 M-22 Ecolo~ical Succession TR D-77-35 E-11 TR 3-726 M-23 Recreation Use TR R-78-1 E-39 and Environmental Systems Rock Mechanics MP S-74-28 S-116 Laboratory PSTIAC-2 M-34 Techniques MP S-51 Exer~ise A MP 4-979 M-7 HR ll-74-2 H-29 TR M-70-11 M-27 Modulus of Experiments MP M-75-3 M-13 De format ion MP C-71-4 C-18 MP M-77-12 M-15 Elasticity MP 6-681 C-11 Index Formula TM 3-240/18 M-18 Moist Curing on Concrete TR C-69-6 C-37 Models TR 11-71-4 M-28 Moisture Number for Coarse-Grained Conditions CTIAC 24 C-41 Soils TR 3-666/5 M-22 MP 4-175 S-8 TR M-71-5/3 M-28 MP 6-279 C-5 Performance TR M-70-4 M-26 MP C-'17-3 C-24 Off-Road t1aterials Handling Content TM 3-240/1 M-17 Vehicles HP M-78-8 M-16 Detenninations MP 4-73 S-6 1-1/4-to 5-Ton Cargo Trucks MP H-78-9 M-16 Fine Aggregate TR 6-476 C-31 1/4-to 10-Ton Tactical Hardened Concrete TR C-76-1 C-38 Trucks and Cargo Carriers MP M-78-10 M-16 Investigation TM 3-401 S-73 Towed and Self-Propelled and Density Artillery MP M-77-1 M-15 Nuclear ~lethods IR S-74-1 S-3 Predicti.on TR 3-666/7 M-22 Soils MP S-76-18 S-49 Requirements (Howze) MP 4-528 M-4 Migration in Concrete f1P C-70-15 C-18 Research CR 11-16 M-45 TR C-75-1 C-38 CR 4-17 M-45 Stren6th Characteristics TR 3-791 M-25 CH 3-118 M-42 Surveys IR M-78-1 M-1 MP 4-623 M-5 Mold Size MP 4-327 M-2 TR 3-639 r1-21 Molded Cylinders TR 6-522 C-31 TR 3-652 M-21 Molesworth, Huntingdonshire, Studies MP M-72-5 M-10 England TM 3-343/93 S-70 Tests TR M-75-1 M-31 Mo-Mat HP 4-872 S-23 Thailand TR 5-625 t1-2l MP S-69-5 S-28 Validation Test Results MP M-74-6 M-12 MP S-72-5 S-36 Model Manent-Transferring End Joints MP 4-317 S-12 Appurtenances B 2/3 H-1 Mono Lake B 3/1 l!-1 Explosion Test Series B 3/2 r!-1 1965 MP 1-947 W-6 Arch Dam TR N-76-3 \~-40 TR N-70-5 W-35 Clearing of Vegetation by TR N-70-12 W-36 Explosives MP M-72-1 M-10 1969 TR N-72-5 W-37 Design TR H-75-4/4 H-62 Field Experiment CR 1-167/II W-48 Distortion RR 2-1 H-27 Monoliths Z-6 

D3-INDEX  
Term  Term  -------------------- 
Monongahela  River  MP C-76-9 TR 2-736  C-24 H-51  Movable-Bed Experiments  MR  77-7  CEHC-11  
Monterey  MR  81-4  CERC-10  
Bay  TP 76-15 TR H-75-17  CERC-30 H-63  Hydraulic Model  Model  Study  MP B  H-75-10 2/3  H-15 H-1  
TR  D-77-27  E-10  GITI  17  CERC-6  
Harbor  CR  2-136  H-73  R  1-75  CERC-19  
MP  H-69-11  H-11  TM  99-1  H-31  
TM  2-301  H-38  Galveston  Harbor  Entrance  HR  H-75-3/2  H-2~  
TR  H-68-9  li-54  Tests  MP  H-76-14  l!-17  
TR  N-69-411  W-34  Modeling  R  83-4  CEHC-23  
No.  0 Sand  MP  S-76-6  S-48  Movement  
Montgomery  Birch Darn  CR  S-76-2  S-101  
Cut-Off  TM 39-l  S-55  Tow-Generated  Suspended  
Locks and  Dam  MP  C-77-2  C-24  t1aterial  Plumes  TR  M-76-6  
Montichiari Air Moody Air Force  Base Base  TM MP HP  3-343/45 4-93/2 4-314  S-68 s-6 S-12  MRT Flow Line MSA Method for Determining Particle Size Distribution  MBM 91-1 MP C-70-24  C-18  
Moon  TM  70-4  W-24  Mt.  St. Helens  Eruption  TR  13  Z-8  
Moored Vessels  CR  2-131  H-70  Mud  
Mooring  Control  Additives  MP 4-735  S-21  
Force  TR  H-71-3  H-57  Dredged  Material  TR  D-77 -45  E-13  
Load  CETA  79-4  CERC-2  TR  ll-78-40  E-18  
TP 78-3  CERC-32  Flows  TR  D-73-46  E-19  
Morameal  Revetment  INR 7  Z-4  Mountain  
Morgan City  MP  3-2  S-4  Dam  TM  164-l  S-57  
Morganza Control Structure  TM  S-64  Impervious Core  Material  TM B  1-248 14  S-61 S-1  
Floodway  MP  3-6  S-4  Mud lumps  MP  S-70-29  S-13  
TM  S-60  Mugu  
TM  2-275  H-37  Lagoon  TM  14  CERC-37  
TM  2-290  H-37  Submarine  Canyon  m  19  CERC-17  
Control  Structure  TM  2-258  H-3b  Multiaxial  
TM  3-278  S-62  Creep in  Concrete  MP  C-73-6  C-21  
TM  3-308  S-63  Stress  TR  C-75-4  C-18  
TM  3-317  S-611  Multiple-Wheel  
TM  2-326  H-38  CBR  Design Criteria  MP  4-243  S-10  
TM  3-384  S-72  Heavy Gear  Load  Z-7  
Fuse-Plug Levee  TM  216-1  H-35  f1P  S-71-5  S-34  
Moron de  la Frontera, Spain  TM  3-343/78  S-69  MP  S-72-6  S-36  
Morristown  Airport  TM  S-58  Pavement Tests  TR  S-71-17  S-88  
Morro Bay Harbor Mortar  TR MP  2-567 6-330  H-45 c-6  Landin!> Gear Multispectral  TM  3-'349  S-71  
HP  6-533  C-8  Data  TR  M-77-2  t1-"J2  
TM  C-27  Photo;>rarnmetry  R  2--74  CERC-19  
MP  C-69-5  C-16  Municipal  Landfills  Z-15  
TR  C-74-611  C-38  Munition  
TR  C-76-4  C-38  Burst  MP  M-70-10  1'1-ll  
TR  N-69-8/2  ~~-35  Clearing Helicopter Landing  
TM  6-368/2  C-23  Zones  TR  M-69-3  t1-2S  
TM TR  6-36iJ/3 N-69-8/4  C-28 1-1-3'5  Height of Burst Test Sites  MP TR  M-73-8 M-71-3  M-ll 11-28  
Bar  TR  C-69-8  C-37  Trajectory  MP  M-7"3-10  M-11  
Baseplates  MP  S-69-14  S-29  Transfer Truck  MP  t~-73-14  M-ll  
Containing  Pozzolans  MP  6-123/7  C-3  Muntadas  Airport  TM  3-343/88  S-69  
Surfaces  TM  6-336  C-28  Murray DaHl  TM  108-l  S-56  
Morville  Revetment  TM  3-318  S-64  Murrells  Inlet,  South  Carolina  TR  H-78-4  H-61!  
Mosler  Blast  Valves  MP  1-790  W-4  ~1uskeg  MP  4-446  t1-3  
f1osqui toes  TR  D-78-48  E-19  TR  3-656  M-21  
Motion  TR  1-744  1~-24  
Measurements  TR  N-70-11  W-36  Trafficability Test  MP  4-621  M-5  
Picture Library  13  2/3  H-l  Muskingurn  
Mounding  TR  E-74-1  \~-39  River  Basin  Z-13  
TR  E-75-l  W-39  Watershed  B  2/4  H-1  
Mountain  MP  C-77-9  C-25  
Home,  Idaho  MP C-69-12  C-17  MX Valley Studies  Pro!>ram  MP  S-48  
Training  Area  CR  3-7011  M-41  MX19-B and  MX19-C Aluminum  
Honeycomb Landing  Mat  MP  S-73-11  S-40  

64-INDEX 
Ter,E:______________________ 
Term 	~art No. 
NAF-II Sigonella Foundation Soil MP S-77-13 S-51 Navigation (Cant) Nakhon Sawan Area CR 3-156/A M-41 Conditions (Cant) Napa Basalt MP S-70-18 S-33 New TR S-71-2/2 S-87 Bankhead Lock TR H-72-6 H-58 Naples, Italy TM 3-341/38 S-67 Richmond Locks and Dam TR 2-535 H-44 Narragansett Bay MP 2-332/2 H-6 Ohio River Below Dam 36 TM 64-1
No. H-30 TM 64-2 H-30 TR 2-662 H-48 TM 64-3 H-30 MP 2-721 H-9 Ozark Lock and Dam TR H-68-10 H-54 TR H-47 Pike Island Locks and Dam TR 2-577 H-45 TR /2 H-47 Robert s. Kerr Lock and Dam TR H-63-5 H-53 TR 2-754 H-52 Savannah Harbor TM 2-268 H-37 Hurricane Suck Bend Reach, ChattaNarrows Dam ™209-1 H-34 hoochee River TR H-78-10 H-68 TM 2-294 H-37 Uniontown Locks and Dam TR H-75-9 H-62 Nar~arssauk, Greenland TM 3-343/5 S-66 Dam, Arkansas River TR 2-655 H-47 NASA tHssissippi Test Facility TR S-69-10 S-86 Entrance, Lorain Harbor TR 2-628 H-46 Na:;sau Harbor MP 2-799 H-9 Improvement TH 2-696 H-49 Columbia River Estuary TR 2-735 H-50 TR 2-697 H-49 Cooper River TR 2-733 H-50 
Natchitoches Municipal Airport Z-13 Lock and Dam No. 1'7, 
Nat i.onul Shoreline Study Z-14 Arkansas River TR H-70-12 

H-57 Natural Resources TR M-'17 -4 M-33 Lower Colorado River, Texas TR 9 Z-8 Naugatui!k TR H-69-4 H-54 Model Studies of New Ohio Naval Operat i nJ Base River Locks MP 2-381 H-6 thdway Islands TM 2-251 H-36 Pool CR Y-75-1 E-34 Terminal Island ™2-217 :J-36 CR Y-75-2 E-35 Navigable Waters TP 30-6 CERC-32 CR Y-75-3 E-34 Navigation 
Z-11 CR Y-75-4 E-34 Z-12 TR D-77-31 E-11 MP ll-76-15 !l-17 TR Y-75-1 E-32 Channel TR H-72-2/5 H-58 TR Y-75-2 E-32 TR ll-73-13 H-63 St. Marys Falls Canal TM 208-1 H-34 Arkansas River TR 2-608 H-46 Structures MP 2-468 H-7 Improvement TR ll-72-2/6 H-58 Studv, South Carolina MP H-77-4 H-18 13arneg'lt Inlet TR H-74-1 H-60 Typical Lock and Dam, Gastineau Channel TR ll-72-9 H-58 Arkansas River TR 2-623 H-46 Miller Sands Bar MP 2-765 H-9 N;ovy Conditions Department Floating Dry Dock TM 219-1 H-35 Auerdeen Lock und Dam TR H-78-12 H-68 X-Band Antenna Alexandria Reach TH H·-78-24 H-69 \ialdorf, Maryland MP 4-617 S-19 Aliceville Lock and Dam TH ll-78-2 11-67 MP 4-937 S-25 Belleville Locks and Dam TR 2·-738 H-51 Nawiliwili Cannelton Locks and Dam TR H-75-6 H-62 Breakwater MP H-78-4 H-19 Columbia L')ck and Dam TR 2-5'71 H-4'.) Harbor MP 2-377 H-6 TH 2-756 H-52 NCG Fallout Scaling ~bdel TR 19 W-29 Col umbtJS Lock and Dwn TR H-'17-ll H-66 Near-Surface Confluence of Arkansas, Bursts Z-15 Verdi~ris, and Grand Cavitation TM 71-17 1>-26 Hi.vers TR ll-73-2 H-59 Nearshore Corral Bay Tt1 2-382 H-40 Bottom-Crawling Vehicles TR M-78-3 M-31 East Passage, Narrangansett Environment MP 5-75 CERC-8 Bay TR 2-754 H-52 Numerical Storm Surge TR H-77-17 H-67 Fort Smith Reach TR ll-68-7 H-54 Neches River Saltwater Barrier MP H-711-9 H-14 Greenup Locks and Dam TR 2-469 H-42 NEPTUNE Crater TM 66-13 >1-21 Greenville Bridge TM 2-366 11-40 NETDEN MP K-76-4 MS-7 Hannibal Locks and Dam TR 2-796 H-53 Netherlands ™105'l CERC-42 Holt Lock and Dam TR 2-745 H-51 Neubiberg Air Base, Germany ™3-343/31 S-67 Jackson Lock and Dam TR 2-532 H-44 Neutron Little Rock Reach TH H-72-3 H-58 Activation TR N-76-1 \·-40 Lo~k and Dam No. Induced Radioactivity PNE 5006 Vl-18 3, Arkansas River TR H-68-8 H-54 ™67-7 W-22 
4. 	Streaming MP N-'10-3 11-7 Arkansas River TR 2-746 !1-51 Nevada Test Site MP 3-618 S-19 Monongahela River TR 2-736 H-51 MP 4-636 S-19 7, Arkansas River TR H-69-3 H-54 MP 4-645 S-19 9, Arkansas River TR 2-817 H-53 MP 4-666 S-19 Markland Locks and Dam TR 2-446 d-42 MP 3-703 S-20 Maxwell Loaks and Dam TR 2-672 H-48 MP 3-783 S-21 McAlpine Locks and Dam TR 2-749 H-51 Millers Ferry Lock and Dam TR 2-775 H-52 
b5-INDEX 
Term Term ~-e___ 
--------------------------------------------·-------
Nevada Test Site (Cont) MP 3-895 S-24 Nitrogen MP S-68-24 S-28 and Phosphorus, Lake Conway TM 65-4 W-20 Ecosystem TR A-78-2/1/ New IV t1-49 Bankhead Lock TR H-72-6 H-58 TR A-78-2/ Buffalo Harbor TR 2-761 H-52 2/IV 11-'50 Castle-Finns Point Ranges TM 2-259 H-36 Transformation MP Y-74-4 E-29 Cwnberland Nitromethane MP N-76-9 11-12 Dam TM 2-336 11-40 TM 68-11 \/-2'1 Locks and Dam TR 2-585 H-46 No-Slump Concrete MP C-7'1-10 C-21 Guinea; Canal Zone Analogs Nomogram TR M-74-8/3 M-31 VIII CR 3-30/VIII M-43 Nonbreaking Waves RR 2-ll H-26 Hope Reservoir TR H-69-14 H-55 TR H-6ll-i H-53 Jersey Zinc Company Plant TR 2-457 H-42 TR H-77-19 H-67 Lock and Dam No. 26 MP C-76-l C-2i Nonconnah Creek MP 3-140 S-8 Madrid ™3-247 S-61 Bar Reach MP H-70-1/2 H-11 Nondestructive Earthquake Series MP S-77-5 S-50 Dynamic Soil Tests Floodway MBM 31-6 H-23 AASHO Road Test CR 4-79 S-105 MBM 31-7 H-24 Foss Field CR 4-85 S-10') Orleans Evaluation Procedure for Harbor TM 3-391 S-72 Military Airfields MP S-78-7 S-52 Inner Harbor Navigational t-1easurements of Soil Density TH M-70-14/2 t1-27 Canal Lock Wall MP N-75-8 W-11 ~lethod of Testing Pavements TR S-75-14/II S-92 Lake Pontchartrain Area TR S-75-6 S-91 Test of Airport Pavement MP S-48 Texas and Mexico Railroad TM S-61 Testing Z-16 TR 3-487 S-76 Concrete Structures HP C-77-11 C-25 Poe Lock TR 2-561 H-44 Flexible Pavements Z-7 Richmond Locks and Dam TR 2-535 H-44 Light Aircraft Pavements Z-16 Savannah Bluff Lock and Dam CTIAC-33 C-42 Pavements Z-6 MP C-78-10 C-26 Z-7 Ship Lock, Mississippi RiverMP 4-373 s-n Gulf Outlet TR H-78-16 H-69 Vibratory Testing TR S-75-14 S·-92 York Nonfreezing \leather in6 Test Bay TM 120 CERC-43 for Con<~rete MP b-109 C-2 TM 120A CERC-43 TM C-27 Bight R 79-1 CERC-21 Nonhomogeneous Soils TR S-71-14/4 S-88 TM 39 CERC-28 Nonlinear Harbor Z-11 Flou R 77-4 CEHC-20 MP 2-332/3 H-6 Material MP S-71-10 S-34 MP H-76-18 H-17 Resilient Moduli TR S-76-12 S-93 Model MP 2-558 H-8 v/ater Waves Tt1 133 CERC-43 Newburgh Lock TR H-68-4 H-53 \lave l11eory MP H-76-16 H-17 and Dam MP S-74-29 S-46 Nonmetal! i c Waterstops MP C-'10-22 C-18 MP S-76-25 S-50 TR 6-546 C-32 Newfoundland, Canada TM 3-343/2 S-66 Nonskid TM 3-343/3 S-66 Compounds TR S-71-ll S-88 Tt1 3-343/7 S-66 Materials TR S-68-3 S-85 Newmark Sliding Block Analysis MP S-'71-17/5 S-35 Nonuniform Flow MP 2-601 H-tl Newport News MP H-72-10 H-13 Nor fvrk Dam m 218-l H-35 Niagara TM 2-387 d-40 Falls MP 2-229 H-5 TM 2-389 H-40 TM 2-411 H-41 North Remedial Control Dam TM 2-411/B H-41 i\frica Tt1 3-34 3/8 l S-69 Nickel in Sediments MP D-76-18 E-3 A1nerica CR 3-27 M-42 Niigata, Japan TR S-78-9 S-95 Yuma Analogs No. ~ CR 3-ll/8 M-42 TR S-78-10 S-95 Atlantic United States TR Y-7tHl E-33 TR S-78-11 s-~5 Bend MP 3-2 S-4 Nike-Ajax Missile MP 4-391 S-14 Fork 1927 Flood MBM 29-l/A H-23 Dam Hodel ~1P N-75-2 \1-10 MBM 44-l H-24 TR N-74-2 ;>-39 1937 Flood MBM 29-1/B H-23 Lake Spillway TR H-7b-10 ll-64 1943 Flood MBM 29-1/C H-23 Hartland Dam ~lP 6-262 C-5 1945 MBM 29-1/D H-23 Inlet, South Carolina GITI 10 CERC-5 Flood GITI 16 CERC-6 1961, 1967, and 1968 Flood Norton Point Dike Study MP H-75-2 H-14 Flows f.1BM 81-4 H-24 Norway TM 3-343/1950 Flood t1Bt1 29-l/E H-23 54-56 S-68 1951-1952 Floods TR 3-443 S-74 Ninilchik, Alaska Z-12 
66-INDEX 
Ter.!,_'!_ __________________________ 
~-------------------------
Nott Island Upland Habitat Nuclear (Cont) Development Site TR D-78-25 E-16 Rocket MP E-73-2 W-9 NOUGAT, Shot HARD HAT Grouting MP 6-575 C-9 Terrain Barriers TR 17 W-28 Noyo Harbor MP 2-841 H-9 Weapons TR N-74-7 W-39 TR 2-799 H-53 Effects TR N-69/2-1 W-33 Nuclear TR S-78-3 S-95 Asphalt Content Gage MP S-75-23 S-47 Amphibious Vehicles MP N-68-2 W-7 Charges TM 63-4 <1-23 Dams MP 1-800 W-4 Construction Engineering TR 1-770 \-1-32 Technology TR 2 W-28 Numerical Crater MP 1-991 S-26 Analyses PNE 5010 W-18 Effect of W/A in Earth TM 67-1 1-1-22 Penetration MP S-78-15 S-53 TM 69-7 W-24 Penetration Dynamics MP S-77-23 S-52 TR 30 11-29 Analysis TR 3-699 S-82 Harbor Oscillations MP H-76-20 H-17 Slope TR 63-3 11-23 MP H-77-2 H-17 Stability Tl4 65-12 1-1-20 Barbers Point Deep-Draft™68-6 W-23 Harbor TR H-78-20 H-69 ™68-7 1·1-23 Projectile Impact CR S-75-4 S-102 Crater i.ng Tidal Circulation for Long Detonations TR 19 W-29 Beach Harbor MP H-76-4 H-16 Device Simulation MP E-75-6 \I-ll Well Arrays TR S-77-5 S-94 HP N-76-12 W-12 Calculation TM 6 CERC-26 .'IP N-76-15 W-12 Hindcast Model MP H-77-9 H-18 MP N-78-2 \-1-13 Instability R 82-3 CERC-22 TR E-73-6 W-38 Integration MP 5-583 MS-5 TR E-74-3 W-39 Methods MP S-70-3/1 S-32 Detonation MP S-70-l S-31 Model CETA 81-12 CERC-4 MP S-71-17 /2 S-35 GITI 6 CERC-5 Earthwork TR 12 \1-23 GITI 14 CERC-6 Events MP S-71-17/3 S-35 GITI 22 CERC-6 Excavated Channel MP ll-69-5 H-11 MR 80-6 CERC-13 TM 67-6 i/-22 MR 83-10 CERC-15 Excavation .'IP M-72-9 M-11 R 79-10 CERC-21 TM 66-17 IJ-21 RR H-75-1 H-29 T.'l 63-2 1-1-23 Dredged Material Disposal MP H-77-6 H-18 Cuts TM 66-3 V/-21 Feasibility Study TR H-74-6/ Design of a Transisthmian 17-4 Sea-Level Canal TR 6 \-1-28 Ride Dynamics TR M-73-5 M-29 Fensibilitv Study TM 67-16 \/-22 Study TR 2-580/IV H-46 Ser:.~i.us and Whitestone Modeling Narrows, Alaska Tl~ 68-13 11-23 Hydraulic Problems MP H-78-9 H-19 Explosions MP l-800 1·/-4 Resonant Oscillations in MP N-75-5 W-ll Deep Draft Harbors RR H-76-1 H-29 MP N-76-l \-I-ll Procedure for Predicting Heave MP S-73-2B/2 S-41 MP N-77-l \J-12 Simulation TM 56 CERC-29 MP N-78-3 W-13 Coos Bay-South Slough TM 71-29 W-29 Complex TR H-78-22 H-69 Airfields and Railway Tidal Hydrodynamics, Great Systems TR N-75-4 \i-40 Egg Harbor and Corson Explosive CR 3-157 S-116 Inlets TR ll-78-11 H-68 MP 2-491 11-2 Tsunamis MP 0-76-1 MS-8 PNE 5004F \-1-17 Solution of Differential PNE 5004P ·,/-1'7 Equations MP K-72-1 MS-5 ™66-12 \'1-21 Steady-State, Wind-Driven Tl~ 70-12 H-25 Circulation Analysis MP H-76-3/ TR l \·/-28 17-7 H-15 TR 8 1-1-23 Storm Surge TR H-77-17 H-67 TR 10 \-1-28 Models Z-11 TR 13 1-1-28 Tow Model MP H-78-11 H-19 Quarrying TR 11 W-28 Values MP 5-770 MS-5 Geostorage Facilities TH E-72-26 W-38 Nutrients TR D-77-37 E-11 Instruments MP 4-117 M-2 NX Borehole Camera TM 68-12 W-23 MP 4-495 S-16 MP 4-827 S-23 Methods MP S-69-15 S-29 Probes MP 4-199 S-9 Oahe Dam TR 2-557 H-44 Radiation TR N-72-12/6 \-1-37 TR 2-657 H-47 
67-INDEX 
Term _____ 
Term--------------------
Oahe Dam (Cont) TR H-68-1 H-51 Ohio (Cont) Oahu, Hawaii RR H-74-2 H-29 River ( Cont) TR H-75-15 H-63 Basin R 2 Z-18 TR H-76-8 H-64 Below Dam No. 36 TM 64-1 H-30 Oak Harbor TR H-71-3 H-57 TM 64-2 11-30 Oakington, Cambridgeshire, TM 64-3 H-30 England TM 3-143/121 S-71 Demonstration Projects ID Z-3 Oakley Dam MP 4-892 S-24 Division INR 8 Z-5 MP S-72-3 S-36 Flood Heights MP H-77-7 H-18 TR H-70-13 H-57 Flow Conditions t~BM 86-2 H-25 MP C-73-4 C-21 Locks MP 2-381 H-6 Obstacle CR 3-120 M-45 Oil MP C-68-5 C-16 MP M-68-7 M-8 Aquatic Environments TR D-77-26 E-10 TR 3-783 1~-24 Contamination TR JJ-77-25 E-10 TR M-68-1/1 M-25 Pollution MP C-71-9 C-19 TR M-70-11 M-27 Shales MP S-73-3 S-52 Vehicle-Speed Systems TR M-68-1/4 M-25 Sinking Materials MP C-71-9/2 C-19 Ocean TR D-78-2 E-13 MP C-71-9/3 C-19 Bottom TP 77-11 CERC-31 Storage System MP 4-75 CEHC-(l City, Maryland MP 2-59 CERC-36 Okatibbee Lake, i~ississippi ~1P H-78-1 H-18 Disposal Old River MP 3-492 S-16 Dredged Materials t1P D-74-14 E-2 TR 2-496 H-43 Sites in the Hawaiian Auxiliary Structure CTIAC-62 C-44 Islands MP 11-77-6 H-18 Control MP 1-148 S-8 Dumping R 79-1 CERC-21 TR 3-602 S-79 TM 39 CERC-38 TR 3-642 S-81 Floor CTIAC-6 C-40 Lo11-Sill Structure MP 3-185 S-9 MP C-73-4 C-21 MP 3-200 S-9 Waters Z-15 MP C-78-19 C-26 \/ave R 79-8 CERC-21 TR 2-447 H-42 TM 46 CERC-39 TH H-76-15 H-65 TM 59 CERC-29 TR H-77-2 H-66 Direction gage R 1-66 CERC-16 Site MP 3-126 S-'1 Forces TM 24 CERC-27 Structure MBM 81-4 !l-24 Measuring Instruments TM 6 CERC-37 Sediment Diversion TM 2-388 H-40 Records TM 58 CERC-40 Vibration MP 2-774 H-9 Spectra TM 43 CERC-39 Lock CR S-69-6 S-101 TP 76-10 CERC-30 MP 3-554 S-17 Oceanside, California, TR S-72-10 S-89 Littoral Cell MP li-78-8 H-19 Navigation Lock IR 5 S-2 Off-Road TR 2-549 fl-44 Materials Handling Vehicles MP M-78-8 M-16 Outlet Channel MP 2-143 H-4 Mobility TR M-70-4 M-26 Overbank Structure TR 2-491 H-4'l TR M-70-10 M-26 Ole Miss Airport t1P 4-540 S-17 Performance TR M-70-7 M-26 Ompompanoosuc Basin R 1 Z-18 Vehicles CR 3-162 M-45 One-Dimensional Compression CR 3-26/4 S-110 MP 4-362 M-3 CR 3-26/7 S-110 TR 3-666/8 M-22 CR 1-26/17 S-110 Offshore CR 3-26/21 S-111 Bars Tl~ 8 CERC-37 CR S-'71-4 S-107 Beach Nourishment Projects TR H-76-13/4 H-65 O'Neil Shear-0-Meter MP S-74-11 S-45 Breakwater R 78-8 CERC-20 Onslow Beach, N. c. I~P 4-600 S-18 Dredged Material Disposal Site TR D-78-34 E-17 Oolitic Aragonite MP 1-69 CERC-7 Plat forms TP 76-13 CERC-31 Opalocka Airport MP 4-816 S-22 Sand Deposits TR H-76-13/3 H-65 Opekiska Lock and Dam TR 2-579 H-45 Structures MP 3-75 CERC-8 Open Surveys CETA 82-5 CERC-4 Channel MP H-68-5 H-10 Zone TM 126 CERC-43 MP H-70-b rl-12 Offutt AFB, Nebraska MP M-77-2 M-15 Junctions R 2-100 z-n Ogee Crest Spillways CR H-71-1 H-71 Transitions MP 2-84B H-9 O'Hare International Airport CR S-76-11 S-99 Storage Areas MP 4-945 S-25 Ohio MP S-69-5 S-28 Cumberland-TennesseeWater Mississippi River System TR H-74-8 H-61 Disposal River B 1/1 H-1 Dredged MP C-76-8 C-24 11aterial CR D-76-1 E-24 MP H-73-3 H-13 TR D-78-50 E-19 MP H-74-4 H-14 Sediments TR D-78-45 E-18 TR H-77-18 H-67 Sites TR D-78-7 E-14 TR H-78-6 H-68 Dredge Disposal TR D-77-24/E E-10 Dredged Material Placement Methodology CR D-76-3 E-21 
68-INDEX 
Term Term Heeort No.
----------------·--...---------
Open (Cont) Outlet (Cont) Water (Cont) works (Cont) Pipeline Disposal TR D-78-30 E-17 Beltzville Dam TR H-69-18 H-56 TR D-7il-46 E-19 TR H-75-10 H-62 TR DS-73-13 E-27 TR H-77-14 H-67 Operation Black Butte Dam TR 2-551 H-44 Distant Plain MP '1-990 S-26 Blakely Mountain Dam TM 2-347 H-39 Mine Shaft MP S-70-22 S-33 Branched Oak and Cottonwood Operations Research/Svstems Springs Dams TR H-72-1 H-57 Analysis MP T-69-1 MS-9 Cochiti Dam TR 2-705 H-49 Optical DeGray Dam TR 2-684 H-48 Data CTIAC-31 C-42 East Branch Reservoir TM 2-325 H-38 MP C-78-7 C-26 Fort Randall Dam TR 2-528 H-44 Density TR M-74-8/3 M-31 Garrison Dam TM 2-431 H-41 El Verde, Puerto Rico MP M-69-3 M-8 Inlets MP H-69-8 H-11 Oregon Soils CR M-70-1 M-38 New Hope Reservoir TR H-69-14 H-55 Organi" Soils MP 4-438 M-3 Oahe Dam TR 2-557 H-44 MP 4-439 M-3 Papillion Creek TR H-73-17 H-60 Organisms CR H-B-3 H-71 Rowlesburg TR H-70-7 H-56 Orifices ™91-1 MS-10 San Antonio Dam R 2-106 Z-13 Orio Al Serio Airfield TM 3-343/46 S-68 Shelbyville Dam TR 2-719 H-50 Orlandet Air Base TM 3-343/54 S-68 Stilling Basin Orthogonals ™ 21 CERC-37 Bayou Bodcau Dam TM S-62 Orthotropic Landing Mats CR '1-10 S-119 Clinton and Fort Scott Dams TR H-73-6 H-59 MP 4-113 S-7 East Barre Dam MP 2-293 H-5 Osceola Dam TM 2-261 H-36 Tallahala Dam TR H-73-5 H-59 Oc;cillat i.on:; in Deep Draft Texarkana Dam TM 2-346 H-39 Harbors RR ll-76-1 H-29 Taylorsville Lake TR H-75-12 H-63 Oscillatory Tocks Island Dam TR H-70-10 H-56 Flow R '79-13 CERC-21 Townshend Dam and Reservoir TR 2-498 H-43 TM 28 CERC-27 \~arm Springs Dam TR H-73-3 H-59 Waves TM 117 CERC-43 Overbank Vegetation MBM 81-6 H-25 Oslo, Norway ™3-343/56 S-68 Overburden Oswego Harbor TM 2-291 H-37 Material TM 140-1 S-57 Ottawa Sands RR S-76-2/1 S-54 Removal MP M-76-2 M-13 Otter (Overland Train Terrain Overexcavation TM 65-13 \1-20 Evaluation Research) MP 3-508 S-1'7 Overflow Embankments MP 2-552 H-7 TR 3-588 S-78 Overland Ouachita River MP 3-507 S-16 Flow Treatment of Wastewater MP Y-74-3 E-29 MP 3-546 S-17 MP Y-76-6 E-30 MP 3-683 S-19 Train Terrain Evaluation MP S--70-16 S-33 Research TR 3-588 S-78 TR 3-741 S-84 Overlay MP S-74-25 S-46 TR S-69-2 S-85 1\sphalt Runway MP S-76-24 S-50 Oujda Airfield ™3-343/11 S-66 Highways MP S-72-12 S-37 Outfall Haintenance IR S-77-2 S-3 Locations MP 2-951 H-10 Test Slabs, Tampa InterSewer TM 2-367 H-40 national Airport MP S-72-44 S-38 Systems RR H-71-2 H-28 Overlaying Deteriorated Landing Outlet Mat MP S-70-23 S-33 Bayou des Glaises Drainage Overpressure Soil Test Facility MP S-75-20 S-47 Culvert TM 147-1 H-32 Overtopping CDM 76-1 CERC-2 Conduit, Rend Lake Darn TR H-75-2 ll-61 CETA 80-7 CERC-3 Structure B 2/4 H-1 TM 80 CERC-41 TM 174-1 H-33 Long Beach, California MP H-76-10 H-16 Arkabutla Dam TM 167-1 H-33 Ox ford, England TM 3-343/91 S-69 Eau Galle Reservoir RR 2-774 H-52 Oxidation-Reduction CR D-77-4 E-23 Excavation, Grenada Dam TM S-64 TR Y-78-11 E-33 Meramec Lake TR H-78-15 H-68 Oxygen TR D-77-15 E-7 Sardis Dam TM 123-2 H-32 Budget Analysis CR D-75-3 E-26 Tuttle Creek Dam TM 2-396 11-41 Dickey Lake MP Y-76-7 E-30 Wappapello Dam TM 134-1 H-32 Oxygenation of Dredged Material TR D-77-15 E-7 Transitions RR H-72-1 H-28 Oyster Tunnels, Muski ngum Water st1ed MP C-77-9 C-25 Beds MP 2-912 H-10 \i•)rks MP 2-204 H-5 Reefs MP S-70-29 S-33 MP 2-234 H-5 Ozark MP H-69-3 H-11 Highlands TM 199-1 S-58 Abiquiu Dam TR 2-513 H-43 Lock and Dam TR H-68-10 H-54 TR H-77-6 H-66 
ll9-INDEX 
Term 
~-----------------------------------------
Pacific Patoka Coast MP H-76-2/G H-15 Dam MP S-72-42 S-38 Coastal Communities TR H-74-3 H-60 MP S-74-26 S-46 Islands; Canal Zone Analogs X CR 3-30/X M-43 MP S-78-1 S-52 Northwest TR D-78-17 E-15 Damsite MP S-72-41 S-38 Padre Island, Texas MR 77-8 CERC-11 Patrick Air Force Base MP 4-466 S-15 MR 83-8 CERC-15 Patriot Systems MP M-76-20 M-14 PAF Station Patterson Airfield, Iceland TM 3-"343/1 S-66 Drigh-Road, Karachi, West Paulsboro Refinery Docking Area MP 2-797 H-9 Pakistan TM 3-343/126 S-71 Paved Surf3ces TR C-78-2 C-39 Peshawar, West Pakistan TM 3-343/125 S-71 Pavement Z-16 Pahute Mesa, Nevada Test Site MP S-63-24 S-28 CR ~-145/4 S-100 Painted Rock Dam TR S-71-2/3 S-87 IR S-71-2 S-3 Pakistan CR 3-11/4 M-42 MP S-69-27 S-30 TM 3-343/123 S-71 MP S-71-24 S-35 TM 3-343/ MP S-72-43 S-38 125-126 S-71 MP S-75-1 S-4u Palanquin MP S-68-21 S-28 PSTIAC-5 M-34 PNE 904F W-16 TR S-77-8 S-94 PNE 905F W-16 TR S-78-6 S·-9'J Palm Beach International Airport TM 3-344/6 S-71 TR S-78-8 S-9~ Panama CR 3-56 M-40 Coating MP 4-839 S-23 CR 3-63/4 S-111 Condition Survey, Pease Air IR M-1 Force Base ~1P 4-891 S-24 Canal MP S-74-16 S-45 Construction MP S-77-26 S-52 TM 3-328 S-65 Design CR 3-145/5 S-100 TR S-70-9 S-86 CR ~-145/6 S-100 R 4 Z-18 MP S-'71-14 s-~5 Zone CR 3-18 M-38 MP S-74-4 S-44 CR 3-34/2 M-40 TR S-76-3 S-93 MP 4-355/1 M-2 TR S-76-17 S-95 MP 4-909 M-7 Detericration TR S-76-15 S-93 TM 3-322 S-64 Evaluation Z-16 TR M-69-1 M-2S TM 3-343 S-66 TR M-72-2 M-29 Failure City Beach, Florida MR 76-10 CERC 10 Morristown Airport TM S-58 MR 32-2 CERC-13 Ramey Air Force Base MP S-70-10 S-32 MR 82-3 CERC-13 Layers MP 4-84 S-6 Study No. 2 MP 4-355/3 M-3 MP S-73-4 S-40 Panel Light Aircraft Z-16 Gates TR 2-491 H-43 Materials Z-16 Materials MP S-77-9 S-51 TR S-77-9 S-94 Panicum Amarum MR 76-3 CERC-10 Mix Design TR 3-594 S-71! raper:MiT"CSI;idge Land fills Z-15 Per forrnance Z-17 Papillion Creek and Tributaries TR H-73-17 H-60 Models CR S-76-15 S-119 Paraibuna Dam MP S-'74-21 S-45 Reliability CR S-75-7 S-107 Paraitinga Dam MP S-74-21 S-45 Repair Z-7 Park TR R-78-1 E-39 Response CR S-75-8 S-117 River Project, Hartford, TR S·-75-11 S-92 Connecticut MP S-77-22 S-52 Sections Z-17 Parker Estuary MP 1-74 CERC-8 Smoothness Requirements TR S-77-12 S-94 Parking Surface Cracking, Amedee Army Aprons MP 4-34 S-5 Airfield t1P S-71-15 S-35 Areas MP S-69-11 S-29 Systems CR S-76-15/I S-119 TR N-69-8/6 '•1-35 TR S-74-8 S-90 Particle Terms PSTIAC-1 M-34 Motion TR S-71-14/2 S-88 Test TR S-71-17 S-88 Orbital Speed TM 3 CERC-26 Jumbo Jets MP S-69-52 S-31 Overpassing R 1-74 CERC-19 Sections TR S-74-8/I S-90 Size Distribution MP C-70-24 C-18 TR S-74-8/IV S-90 Velocity CR 3-91/3 S-117 Paving Particulate Haterials MP C-77-14 C-25 Fractions TR D-78-16 E-15 Methods MP S-75-18 S-47 Soil System CR 3-26/22 S-111 PCB PASNY Intake Structure MP 2-337 ll-6 Contaminated Sediment TR D-77-24/B E-9 Pathogens CR A-76-2 M-52 Materials CR D-75-6 E-22 TR M-48 Peacekeeper Facilities CTIAC-70 C-45 Control of Waterhyacinths TR A-77-2 r~-49 Pearl City, Hawaii TR H-75-3 H-61 
70-INDEX 
_________.,.._____.,...,________
Term Report No.
Term -------------..~ 
Pearl (Cont) Perrin Air Force Base MP 4-397 S-14 River TM 3-344/7 S-71 Im!Jrovernent TM 131-1 S-56 Perry Dam MP S-70-13/1 S-32 Locks TM 2-113 H-38 Peru-Chile Trench RR H-76-2 H-29 Pease Pervious Air Force iJase IW 4-891 S-42 Coastal Structures RR H-69-1 H-27 MP M-77-2 M-15 Found at ions TM 3-304 S-63 MP S-71-34 S-42 Peshawar, West Pakistan TM 3-343/125 S-71 Study Area MP C-70-11 CERC-21 Pesticide CR D-75-6 E-22 Peat Deposits R 79-7 CERC-21 TR D-77-35 E-11 Peaty Soils CR 1-141 3-103 Petroe;raphic MP S-73-57 S-43 Pechora-Kama Canal MP N-76-14 W-12 Character of Bed Materials TH 62-2 S-55 Pembi.ne Study Area, Michi.gan Data MP 6-254 C-5 and Wi.sconsin MP C-70-14 C-18 Examination MP C-78-1/2 C-25 Pendent Side Chains CR A-77-1 M-52 TR 6-614 C-34 Pendleton New Levee, Arkansas Hardened Concrete MP 6-137 C-3 River TM 172-1 S-57 ~IP 6-739 C-12 Penetration CR 1-28 S-108 Samples TR S-78-14 S-95 Buffalo Harbor, New York MP 6-695 C-11 Apparatus MP 6-187 C-4 Concrete Cores MP 6-236/ A C-5 Asphalt into Porou3 Ag~regates MP 4-88 S-6 Procedures MP 6-174 C-4 Diorite Boulders Z-18 TR 3-436 S-74 Dyndtlltr:!s MP S-77-23 S-52 Petroleum Fraction TR D-78-16 E-15 Gator Mine MP M-76-15 M-14 pH CR D-77-4 E-23 Perforrnan"e of Anti tank Mine TR D-77-40 E-12 Projectile MP S-74-31 S-46 Phalsbourg Air Base TM 3-343/49 s-6o Resi.stance HP M-69-7 M-9 Pt1i Grade Scale CETA 79-7 CERC-2 TR 3-652/3 M-21 Philippines; Canal Zone Test TR M-70-14 M-2'1 Analogs VII CR 3-30/VII M-43 11P 4-960 M-7 Philpott Dam TM 2-321 H-38 MP M-71-1 M-9 Phosphorus TR A-78-2/1/ R 5-5 P-1 IV M-49 RR S--76-2/1 ;:i-54 TR A-78-2/2/ RR S-76-2/2 S-54 IV M-50 Clay MP M-'11-2 M-9 Pentoxide TR 3-455/4 S-74 Dakota Sandstone TR S-77-3 S-94 Photoelastic Studies CR 3-118 M-42 Sites MP M-77-13 M-15 Photo.srammetric Experiments R 9-74 CERC-19 Penetrator CR S-69-4 S-116 Photogrammetry R 2-74 CERC-19 MP 4-300 M-2 Photographic MP 3-361 S-13 Exposition and National MP 3-455 S-15 Industrial Photographic MP IJ-t!99 M-7 Conference MP 5-219 MS-4 MP S-75-15 S-47 Remote Sensor TR M-74-8/1 M-30 MP S-77 -23 S-52 TR M-74-8/2 M-31 R 18-1 P-4 Photography MP 5-214 ~1S-4 TR 3-462 H-20 Photointerpretation CR 3-43 11-4 3 TR S-78-17 S-96 Physical Penetrometer rw 3-832 S-23 Hydraulic Models MP 11-78-3 H-19 Penstocks R H-75-3 H-29 Bluestone Dam TM 220-1 H-35 Modeling ~1P Y-72-2 E-29 Norfork Dam TM 218-1 li-35 Properties Transl 69-5 S-97 Pepper Clay Shale TR S-71-6/5 S-t!7 Physiocochemical Perched Beach TR H-71-8 H-59 Parameters TR ll-7'7-20/ll E-8 Percolation TM 31 CERC-38 Sediment Parameters TR D-77-6/B E-6 Perimeter Acquisition Radar Physiognomic Analysis of ouilding MP S-72-15 S-3'1 Vegetation CR 3-72 M-37 TR N-73-9 \~-39 Physiognomy of Vegetation CR 4-103 M-37 Periodicals Holdings of the Physiographic Areas Z-17 
U. s. Arrnv Engineer Waterways Phytoplankton Assemblages TR D-77-b/F E-6 Exl'eriment Station Library MP MS-9 Pickwick Permafrost Z-16 Dam-Kentucky Dam Reach MllM 13-1 H-22 Permeability CR 3-63/6 S-112 Discharge Duration MBM 23-2 H-23 TM 62 CERC-29 Piedmont Lake Outlet Tunnel MP C-77-9 C-25 f1odel Jetties rl 1/1 H-1 Pier J Testing TM 176-1 S-57 Comvletion and Tanker Terminal MP H-76-4/1 H-16 Tests TM 3-299 S-63 MP H-76-4/3 H-16 TM G-380 C-29 MP H-76-20/2 H-17 Permeable Breakwater CETA 79-6 CERC-2 MP H-76-20/3 H-17 TP 76-8 CERC-30 MP H-76-20/4 H-17 Configurations MP H-76-4/2 H-16 MP H-76-4/4 H-16 
Term Pierced Plank Landing Mat 
Piezoelectric Gage Piezometer 
Piezometric Data 
Pike Island Locks and Dam Pile 
Connectors 
DRIVER 
Driving 
Foundation 

Lengths 
Load int! Tests 

Soil Interaction 
Tests Columbia Lock and Darn Jonesville Lock and Dam 
Piling ·Hickman Floodwall Nanasquan Inlet Pillsbury Method 
Pilot Plant Evaluation Pine Flat Darn 
l'inecastle Air Force Base 
Pinto Island Pipe 
Cover Requirements Dynamic Loads Joints 
71-INDEX 
Report No. 
~----·---------------
Pipe (Cont) 
Line 
Bonnet Carre Floodway 
Disposal 

Dredge Operations 
Mixers 

Transporting Solids 
Manufacturing Industry 
Mobile Breakwater 
Tire Floating Breakwater 

Piping in Earth Dams 
Pisa San Giusto Airfield 
Pismo Clams 
Piston-Type 

Samplers 
Wavemaker 
Pixel Problems 
Plain 

Concrete 
Strain Deformation Analysis of Soil Device Loading Shear 
Apparatus 
Device 
Tests 

Wave 
Loading 
Propagation Code 

Plankton 
Planktonic Communities 
Plant 
Nutrients 
Pathogens 

Propagation 
Succession 
Planting 
Plastic 
Airplane Landing Mat 
Artnor 
Coatings 
Filter Cloth 

Glass Fiber Reinforcement 
Pipe 
Properties of Heavy Clay 
lone 
Plate Tecto!'lics 
Platforms 
Platte River Sand 
Plattsburgh 

Air Force Base 
Study Area 

TM 
TM 
TM 
TM 
TM 
TM 
TM 
TM 
TM 
CR 
MP 
MP 
MP 
TM 
TR 
R 
TM 
TH 
TM 
TR 
TR 
MP 
MP 
TM 
TM 
TM 
TM 
TM 
TP 
TR 
TR 

TM MP TM TR CR CR TR TR TR TR H1 MP TM 
Tr~ 
TR MP TM TR MP MP MP 
MP MP MP MP MP TR TR MP TR Til 
MP C-74-13 MP 6-846 TR S-75-5 
TR S-74-6 
S-58 S-59 S-59 S-59 S-59 S-5'! S-5'! S-60 S-60 W-45 S-5 S-28 S-30 S-72 S-76 P-1 S-65 S-73 S-73 H-45 H-46 S-20 S-50 S-64 CERC-26 CERC-40 CERC-40 CEHC-42 CERC-31 S-86 S-86 C-22 C-13 S-91 Z-6 S-90 S-64 S-8 S-63 S-74 S-104 S-104 S-90 S-84 S-85 S-86 S-65 C-13 W-21 
.1-21 E-33 H-4 H-40 H-43 S-5 S-8 E-4 Z-18 
C-b 
S-14 S-16 S-19 H-9 H-50 H-52 S-44 W-38 S-84 211-2 211-4 212-3 212-4 212-5 212-6 212-7 
1-105 3-52 S-68-22 S-6'!-31 3-379 3-479 
~-4 
3-341 3··409/B 3-424/E 2-577 2-58b 3-686 S-76-21 
15 69 71 106 78-1 S-69-10/1 S-69-10/2 
3-317 3-148 3-308 3-453 S-75-5 S-76-14 S-711-3 3-741 S-68-10 S-69-10/4 
6-79'3 66-11 66-16 
Y-77-4 
2-75 
2-375 2-S 11 
4-34 4-144 D-77-3 
6-318 4-440 4-4'ib 4-657 2-699 2-715 2-751 
S-73-65 
N-73-5 
3-781 TP 77-11 TM 0-4 TR D-77-15 TR D-78-46 TR DS-78-13 TR D-78-44 ™115-1 
TM 
B 
MP MP TP MP TR 
TM 
HP 
TH R MP 
fiP MP TR CR CR CR 
TR CR CR 
TR TR TR 
TR 
TR TM CR CR CR TR TR TR TR TR TM 
TR TR MP 
~1P 
H TR MP TM 
1-;p TR CR MP TR RR 
HP f1P 
115-2 1/1 4-801 H-71-8 tl2-4 0-76-1 S-75-15 3-34'~/47 8-75 
3-315 4-71 M-76-9 
6-674 6-779/1 S-71-2 i-1291> 3-101/12 3-129/5 
S-71-2/1 3-101/10 3-101/15 
S-B-12 S-'71-12 A-78-2/ 1/III A-78-2/2/ II D-77-42/A 102-2 D-77-2 D-77-4 A-76-2 
DS-75-16 DS-78-17 D-73-9 D-78-14/Il 101 
3-800 
11-71-10 
6-864 
S-70-2 
21-5 
S-72-7 
6-779 
6-421 
3-90 
S-76-16 
3-129/2 
S-73-l/5 
A-77-l 
S-76-2/2 
S-73-46 
C-70-7 CERC-31 MS-10 E-7 E-19 E-2'7 E-1tl H-31 H-32 H-1 S-22 ii-12 Cio:HC-3i MS-9 S-92 S-68 
CERC-8 
S-64 CEKC-17 11-14 
C-10 C-12 S-87 
S-113 S-11< S-114 
S-l\7 S-113 S-11i 
S-90 s-o8 
M-4'! 
M-50 E-12 il-31 E-22 
<:-2~ 
M-52 11-48 E-2!l E-2tl i::-14 E-15 CERC-42 
S-34 
\1-36 
C-14 
S-31 
P-4 
S-89 
C-12 
c--,o 
Z-1u 
S-6 
S-91l 
S-113 
S-~9 
M-49 
S-54 
S-42 
C-17 

72-INDEX 
Teru1 Term
-~-e-
Pleistocene Sediments TR S-75-6 S-91 Ponce de Leon Inlet Z-12 Plowshare Nuclear Cratering Pontons TM 215-l H-35 Events TM 69-9 H-24 TM 2-256 H-36 PLUMBtlOB CR 2-29 H-45 Pool Elevation TR Y-77-3 E-32 TR v/T-1420 1'1-30 Pope Air Force Base MP 4-3/2 S-4 Plume TR M-76-6 M-32 TM 3-344/5 S-71 Deep Water TR N-72-4/1 W-37 Pore Shallow Water TR N-72-4/2 \-1-37 Pressure TR 3-722 S-82 Pneumatic Clay Shale Foundations TR S-71-6/4 S-87 Barriers RR H-73-4 li-28 Concrete TR 6-654 C-34 Coring Device MR 82-8 CERC-14 Embankment Foundations TR S-68-2 S-84 Floats TM 215-1 H-35 Gage CR 3-26/20 S-111 Tire MP 'i-443 M-3 Measurements CR 3-26/5 S-110 MP 4-469 M-4 MP 1-956 W-6 MP M-68-7 M-8 Soft Ground CR S-76-3 S-102 TR M-68-111 M-25 CR S-76-10 S-102 Clay MP 4-835 M-6 Structure Research MP 6-254 C-5 Dry Sand MP 4-750 M-5 Water Pressure CR 3-73/5 S-103 Sand MP 4-836 M-6 MP S-69-20 S-29 Soft Soil MP 4-944 M-7 Measuring Devices MP 3-478/10 S-15 TR 3-688 M-22 Porous Tired 1/heel TR 3-703 M-23 Concrete MP C-68-9 C-16 Wave Generators RR 2-7 H-27 MP C-72-18 C-20 Pohopoco Creek TR H-69-18 H-56 Friction TR H-75-10 H-62 Course Pavement Construction MP S-77-26 S-52 TR H-77-14 H-67 Surface Course Z-16 Point MP S-75-12 S-47 Arguello TM 19 CERC-27 MP S-76-13 S-49 Chehalis TM 2-417 H-41 Portland Cement Concrete CTIAC-46 C-43 Conception MP 2-69 CERC-7 Porpoising MP 4-233 S-10 Fermin Naval Supply Depot TM 2-238 H-36 Port Hueneme TM 92 CERC-41 Allen Lock CR S-69-6 S-101 Mansfield Channel GITI 12 CERC-5 IR 3 S-2 Menoi r R 15-1 P-4 MP 6-297 C-6 Mu,.;u R 81-12 CERC-22 MP 3-432 S-14 Reyes bea~h TM 65 CERC-40 MP 3-437 S-14 TM 91 CERC-41 TR 2-500 H-43 Poisson's Rati.o TM S-65 TR S-68-7 S-85 POKEHOLES Cratering Series MP N-76-3 H-11 Construction in the Theater POL of Operations TR H-73-9 11-59 Containers MP 1-689/2 ".-1-3 Hueneme TR H-75-8 H-62 Stora~e Facilities IR N-70-1 \-/-1 Ontario Harbor TR H-77-20 H-67 MP 1-689/3 il-3 Orford TR H-74-4 H-60 MP N-72-4 \i-8 St. Joe Seagrass rw N--73-1 \·1-9 Demonstration Site TR D-78-33 E-17 Polecat MP 4-282 M-2 San Luis TR H-69-6 H-54 Bay Disposal Area, Mobile MP D-78-3 E-4 Washington Harbor MP H-76-22 H-17 Pollutant TM 2-334 H-38 Discharges MP M-73-11 M-11 TR H-77-1 H-66 Dispersion MP M-76-10 M-14 Portable Pollution MP Y-72-2 E-29 Bunker TR N-71-6 W-36 TR 2-580/ Surfacing TR 3-542 S-78 III/5 H-45 TR 3-686 S-81 Narragansett Bay TR /2 H-47 TR 3-700 S-82 New York Harbor Hodel MP 2-558 H-8 Portland St. Johns River TM 2-244 H-36 Blast-Furnace Slag Cements MP 6-198 C-4 Savannah Harbor MP 2-633 H-8 TR 6-445 C-31 Polychlorinated Biphenyls TR D-'17-24/E E-10 Cement MP 6-111 C-2 Polyester Resin Concrete TR C-69-4 C-36 MP 6-173 C-4 Polymer CR A-77-1 M-52 MP 6-201 C-4 ~1P S-77-14 S-51 MP 6-290 C-6 Concrete CTIAC-35 C-42 TM 6-359 C-28 Emulsions CR S-71-2 S-119 MP 3-798 S-22 Polymeric Cavitation Erosion-MP C-68-2 C-15 Resistant Materials TR C-76-2 C-38 MP C-68-7 C-·16 Polypropylene-Asphalt Membrane IR S-69-2 S-2 MP C-71-8 C-19 Polyurethane-Coated Metnbranes TR S-75-l S-91 TM C-27 Polyvinyl Acetate TR 6-486 C-31 TM 6-410 C-29 Dust-Control Film MP M-76-1 M-13 Latex CR S-71-9 S-117 
~--------------
Portland (Cont) Cement ( Cont) Based Mortars MP C-70-19 C-18 Concrete CTIAC-46 C-43 MP 6-624 C-9 MP 6-762 C-12 MP C-70-18 C-18 MP S-77-26 S-52 Grout MP 6-862 C-14 Mortar MP 6-431 C-7 Pozzolan Cement TR 6-541 C-31 Portsmouth, Ohio MP S-77-20 S-51 MP S-78-4 S-52 MP S-78-12 S-53 Portugues River, Puerto Rico TR H-78-3 H-63 Possum Kingdom Dam TM 111-l H-31 TM 111-2 H-31 TM lll-3 H-31 TM 113-l S-56 TM 113-2 S-56 Post Army ~irfield, Fort Sill TR 3-466/10 S-75 Attack Pavement Repair Z-7 Tensioned Concrete Beams CTIAC-50 C-43 Posthurricane Survey MR 83-8 CERC-15 Postprocessor for Finite Element Method MP K-77-4 MS-7 Posttensioned Concrete TR 6-570/2 C-33 Beam TR 6-570/4 C-33 TR 6-5'70/6 C-33 Potamology Barrel Samples MP 3-9 S-4 Conference R 11-2 P-2 R 11-4 P-2 Investigations R 1-l P-l 1-2 P-l R ll-0 P-2 R ll-1 P-2 R ll-6 P-2 Program R ll-8 P-2 Potomac River TR D-76-6 E-5 TR D-77-13 E-7 Powder Gun MP S-75-27 S-48 Power Sources TR D-77-32 E-11 Stations TR /4 H-48 Tunnel Fort Peck Dam Tl4 185-l H-33 Transitions B 3/2 H-1 Powered \/heels TR 11-76-9 M-32 Powerhouse Intake Gate Ca~apult TR H-77-8 H-66 Pozzolan MP 6-123/7 C-3 MP 6-422 C-7 MP 6-460 C-7 MP 6-510 C-3 MP 6-671 C-10 MP C-68-1 C-15 MP C-71-8 C-19 TR C-69-6 C-37 TR C-69-9 C-3'7 Lean Mass Concrete MP 6-123/10 C-3 MP 6-123/14 C-3 Samples TR C-73-l C-37 Pozzolanic Materials MP 6-247 C-5 Prado Dam MP S-75-6 S-46 Prairie Flat MP S-71-6 S-34 TR N-70-6 W-35 TR N-70-ll vl-36 
73-INDEX 
..!T.::.e~rm:!!.--------------------
Pran Buri Area CR 3-156/D M-41 Prattville, Alabama TM 200-l H-34 PRE-BUGGY MP l-663 \·/-3 PNE 300P 11-14 PNE 30lF W-14 PNE 302 W-14 PNE :=!04F W-14 PNE 315F \l-14 Precast Concrete Elements MP 6-926 C-Ei TR C-78-1 c--~9 Precipitation R 1 Z-18 R 2 Z-18 R 3 Z-18 R 4 Z-13 Gage B 61-3 MS-1 Keyer B 61-2 MS-1 ?recompression for Improving Foundation Soils MP S-69-23 S-29 Pre-DICE THROW Z-15 ~1P S-49 MP S-50 Predicting Dredged Material Movement TR DS-78-3 E-27 Earth Penetrator Performance TR S-73-13 S-95 Potential Heave TR S-78-7 S-95 Soi.l Moisture Content CR 4-8 M-44 Predict ion Floods MP 11-69-9 H-11 Heave TR S-77-7 S-94 Heavy Metal Uptake TR 0-78-6 E-14 Predisposal Baseline Conditions Demersal Fi.sh Assemblages TR D-77-6/D E-6 Phytoplankton Assemblages TR D-77-6/F E-6 Zooplankton Assemblages TR D-77-6/E E-6 Prefabricated Airfield and Road Surfacing Membrane CR S-71-7 S-106 Ai.rplane Landing Mats CR S-71-3 S-99 Bituminous Surfacing TM 211-l S-58 TM 211-2 S-59 TM 211-3 S-59 TM 211-4 S-5~ TM 211-5 S-59 TM 211-5A S-59 Membrane Surfacings CR S-70-l S-11~ Pregermination MP D-77-1 E-3 TR D-78-51 E-19 Pre-GONDOLA PNE 1100 W-16 PNE 1101 W-16 TM 67-10 \1-22 TM 67-19 ~1-23 TM 71-5 \/-2~ I MP 4-932 S-2~ I~P 1-956 \1-b MP S-69-6 S-28 PNE 1102 11-16 PNE 1103 1-1-16 PNE 1104 \1-16 PNE 1106 ii-16 PNE 1107/I W-1b PNE 1107/II 1-1-16 PNE 1108 il-16 PNE 1110 11-17 PNE 1111 W-17 TM 66-20 \/-22 II MP 4-971 S-26 MP N-68-8 W-7 MP N-68-9 W-7 
TR N-72-2 11-37 MP S-68-19 S-23 
74-INDEX  
Term  Ter"!,______________  
Pre-GONDOLA  (Coot)  Pressure (Coot)  
II  (Coot)  PNE  1112  11-17  Gage  CR  3-26/20  S-111  
PNE  1113  U-17  Grouting  TR  6-437  C-31  
PNE  lll5  W-17  Pulses  CR  2-58  W-47  
PNE  lll6  vl-17  Tests  MP  H-77-5  H-18  
PNE  lll9  \~-17  Transducers  CR  3-101/5  S-112  
TM  67-9  W-22  Pressuremeter Loadings  TR  S-78-12  S-95  
TM  63-3  W-23  Prestressed Concrete  CTIAC-64  C-45  
III  PNE  lll4  W-1'7  MP  6-779  C-12  
PNE  1117  W-1'7  MP  6-779/2  C-13  
PNE  1118  U-17  TM  6-421  C-30  
PNE  1120  iv-1'1  Beams  TR  6-570  C-33  
TM  68-10  W-23  Pavements  TR  S-74-10  S-91  
TR  18  11-29  Pretensioned  
Prepakt  Concrete  TM  6-330  C-23  Beams  TR  6-570/3  C-33  
Pre-SCHOONER  MP  6-660  C-10  TR  6-570/5  C-33  
MP  1-618  S-19  Concrete  TR  6-570/1  C-33  
MP  3-783  S-21  Probability Model  CR  3-24/5  M-37  
MP  3-915  S-25  Probes  TR  3-652/3  M-21  
PNE  501P  1<-14  Proctor Dam  TR  2-645  H-47  
PNE  501F  ~1-14  Profile  R  11-74  CERC-19  
PNE  502F  \i-14  Profilometer System  MP  M-73-7  M-11  
PNE  503F  W-14  Project  
PNE  504F  W-14  Combat Trap  TR  M-69-3  M-25  
PNE  505F  H-14  Manager System  MP  C-73-9  C-21  
PNE  505P  \i-14  Projectile  MP  S-74-31  S-46  
PNE  506F  \o/-14  Control  Housing  MP  C-76-10  C-24  
TM  65-2  li-20  Earth Materials  MP  S-72-33  S-38  
TM  67-8  \·/-22  MP  S-73-58  S-43  
Charlie  TM  65-4/A  W-20  Impact  CR  S-75-4  S-102  
II  MP  6-925  C-15  MP  S-73-58  S-43  
PNE  507  W-14  Penetration  
PNE  508  \1-15  Concrete and  Rock Targets  MP  S-75-25  S-48  
PNE  509  W-15  Earth Materials  TR  S-76-13  S-93  
PNE  510  W-15  Rock  MP  S-77-16  S-51  
PNE  511  \·1-15  TR S-75-7  S-91  
PNE  512F  vl-15  Resistance  MP S-71-12  S-34  
PNE  513  1·1-15  Theory  TR  S-75-9  S-91  
PNE  514  \V-15  Propagation of Elastic  
PNE  515  li-15  Wave  Energy  CR  3-53  S-105  
PNE  516  \~-15  Propeller Wash  RR  1  Z-5  
TM  65-3  \/-20  Prospect Beach,  Connecticut  TM  127  CERC-43  
TM  65-11  \·/-20  Protective  
Preservation  Construction  MP 1-654  W-3  
Con~rete Structures  TR  C-78-4  C-39  Cover  Layers  MP  2-276  H-5  
Sli~ed Soil  Samples  TM  3-306  S-63  Facilities  TR  N-71-1  W-36  
Pre.sque  Isle  Military  Structures  TR  N-68-1  H-33  
Air  Force  Ba:Je  MP  4·-32  S-4  Structures  MP  1-608  \i-3  
Peninsula  R  3-66  CERC-16  MP  6-807  C-13  
R  1-69  CERC-16  TR  6-763/1  C-35  
TM  3-377  S-72  TR  WT-1420  \i-30  
Pressure  CR  1-107  \i-45  Desi6n  TR  N-69-8  \i-34  
CR  S-68-1/3  S-118  Prototype Tests  MP  2-283  H-5  
MP  2-31  H-4  Proving Rings and  Frames  MP  S-72-9  S-36  
MP  2-75  H-4  Pryors Island  Reach  TM  107-1  H-31  
Cell  B  40  MS-1  Psychrometric Technique  TR  S-74-1  S-90  
MP  5-21  MS-4  Public Law 92-532  Z-15  
TM  210-1  S-58  Puerto  Rico  CR  3-63/4  S-111  
TM  3-323  S-65  CR  3-164  M-38  
TR H-77-6  Ii-66  IR  M-1  
TR S-76-7  S-93  MP  4-18  M-2  
Installation  TM  S-58  MP  4-355/2  M-3  
Tests  MP  2-77  H-4  MP  4-982  M-7  
TR  2-435  H-42  MP  M-68-3  M-8  
Distribution  MP  M-69-3  M-8  
Outlet Works  Inlets  MP  H-69-8  H-11  MP  M-70-1  M-9  
Pneumatic  Tires  MP  M-70-6  M-9  MP  M-70-5  M-9  
Exerted  A6ainst  Dams  TM  94-1  S-56  MP  M-73-13  M-11  
TM  94-2  S-56  TR H-78-3  H-68  
Fluootuations  CR  H-71-1  H-71  TR  Y-78-3  E-33  
Study  No.  2  MP  4-355/6  M-3  

75-INDEX 
Term 	Report No. Term 
Puget Sound Z-12 Radioactive TR D-77-24 E-9 Sediment TR H-75-17 H-63 Density Probe TM 121 CERC-43 Navy Yard TM 189-1 H-33 Tracer Tests MP 2-472 H-7 Pullout Resistance MP C-74-12 C-22 Cape Fear River MP 2-649 H-8 Pulp and Paper-Mill Sludge Houston Ship Channel MP H-69-2 H-11 Landfills Z-15 Tracer MP H-76-l H-15 Pumice MP 6-400 C-6 
TM 105 CERC-42 Pumpability TM 6-419 C-29 Radioactivity TM 66-4 \;-21 Pumpable Mortar Studies TR C-74-6/1 C-38 Calculations PNE 5006 11-18 Pumping TM 67-7 \1-22 Stations TR H-77-3 H-66 Radiography MP S-68-12 S-27 TR H-77-12 H-67 Radioisotopes MP 2-115 H-4 Tests TM 3-341 S-65 MP 2-564 H-8 TM 425/B S-73 Radioisotopic Sand TR 3-642/A-C S-81 Tracer Study MP 2-69 CERC-7 Pycnometer MP 3-478/8 S-15 MP 3-70 CERC-7 MP 4-70 CERC-'( R 6-71 CERC-17 TM 53 CERC-29 Quadripod Cover Layers MP 2-372 H-6 Radionuclide TR 30 \;-29 R 2-69 CERC-16 Concentration TM 69-l W-24 Quality MP 6-833 C-13 Radome Structure MP N-77-4 W-12 Control CTIAC-36 C-42 RAF Station Materials MP 6-277 C-5 Alconbury TM 3-343/96 S-70 Water and Sediments MP C-74-4 C-21 Beaulieu TM 3-343/107 S-70 Quarry TR 30 W-29 Bentwaters TM 3-343/99 S-70 Stone TP 76-19 CERC-31 Blyton TM 3-343/109 S-70 Cover Layers RR 2-2 11-27 Brize Norton TM 3-343/91 S-69 Quarryin!i TR 11 W-28 Burton wood TM 3-343/100 S-70 Nuclear Explosives TR 13 W-28 Carnaby TM 3-343/114 S-70 Quartz CTIAC-65 C-45 Chelveston TM 3-343/117 S-'71 Crystal Thermometers CR 3-101/7 S-113 East Fortune TM 3-343/119 S-71 MP C-69-11 C-16 East Kirkby TM 3-343/97 S-70 Quaternary Terraces MS S-70-16 S-33 Elvington TM 3-343/95 S-70 Quebec CR 3-31/II M-38 Fairford TM 3-343/98 S-70 Quicklime TR 3-455 S-74 Full Sutton TM 3-343/118 S-71 MP 3-122/5 S-7 Lakenheath TM 3-~~43/104 S-70 Lindholme TM 3-343/120 S-71 Mildenhall TM 3-343/92 S-70 Molesworth TM 3-343/93 S-70 
R. 	D. BAILEY MP E-75-4 W-11 Oakington TM 3-343/121 S-71 TR E-75-2 \1-39 St. Mawgan TM 3-343/115 S-71 RAAMS MP M-77-6 M-15 Sand toft TM 3-343/112 S-70 Rabat-Sale Airfield TM 3-343/12 S-66 Sculthorpe TM 3-343/113 S-70 Radar R 79-8 CERC-21 She!Jherd s Grove TM 3-343/103 S-70 TR 79-1 CERC-34 Spi1 sby TM 3-343/111 S-70 TR M-72-4 M-29 Sturgate TM 3-343/108 S-70 Building MP S-72-15 S-37 Tibenharn TM 3-343/106 S-70 TR N-73-9 \1-39 Upper Heyford TM 3-343/105 S-70 Detect Surface and Ground Wethersfield Tl~ 3-343/101 S-70 Water TR 3-727 M-24 1/oodbridge ™3-343/102 S-70 Measurements MP S-78-10 S-53 \/roughton TM 3-343/116 S-71 Responses to Soil Samples TR 3-693/2 M-23 Railroad Site Cuts 
TR E-74-1 W-39 Cape Kennedy, Florida MP 4-878 S-23 Embankment p R H-26 White Sands Missile Range MP 4-584 S-18 MP 3-6 
S-4 
Radiation 
MP S-73-10 S-53 Dose to Man TM 69-9 \1-24 High-Level Crossing TR 3-4<37 S-76 Effects on Buried Structures CR 1-lll \;-47 Relocation Fills MP 2-465 H-7 Facility at WES MP S-75-26 S-48 Test Embankment MP S-72-36 S-38 Shielding Concrete MP 6-719 C-11 Railway Simulation Experiments TR N-77-4 W-41 Bridge TM 145-l S-57 Stress MR 81-4 CERC-13 Systems TR N-75-4 './-40Radio Rain Communications Network B 61-l 
MS-1 Code 	TM 70-8 
Imaging Techniques TR 3-769 M-24 	Forest MP 4-982 M-7 MP M-70-1 M-9 
76-INDEX 
Term Report No.
~----------------
Rainfall R 5 Z-18 Redstone Data MP ti-76-22 M-15 Army Airfield MP S-72-23 S-37 Erosion Z-14 TR 3-466/5 S-75 Leachi.ng Model TM 70-8 W-25 Arsenal MP 4-910 S-25 Ramey Air Force Base MP S-70-10 S-32 Missile MP 4-325 S-12 RAMPART Radar Towers MP 4-955 S-25 Reefs TM 122 CERC-43 liamps MP 4-966 S-26 Reese Air Force Base MP 4-375 S-13 Rangeland Conservation TR M-77-4/3 M-33 MP 4-427 S-14 Ranger Training Areas CR 3-70 M-41 Reference Test Areas MP 4-921 M-7 Rapid Reflected \laves R 82-1 CERC-22 Landing-Site Stabilization CR 3-169 S-99 Refraction MP H-77-8 H-18 Road Construction IR S-71-l S-3 RR H-74-l H-29 Raritan River TM 2-342 H-39 Regression TP 83-1 CERC-33 Ratiocinative Design Criteria TR S-74-9 S-91 Regressive Wave CR 2-71 W-47 Ray Theory RR l-4 \l-19 Regulated-Set Cement CTIAC-16 C-41 Rayleigh t1P C-75-5 C-23 Disk TM 18 CERC-37 MP C-75-11 C-23 Wave Dispersion MP S-73-20 S-41 TR C-75-2 C-38 Raystown, Pennsylvania MP N-76-6 W-12 Rehabilitation of Starved Rock Reservoir TR H-70-15 H-57 Lock and Dam HP C-78-12 C-26 ROMAS IR S-76-l S-3 Reid-Bed ford MP S-68-22 S-28 Reactor Vessels MP C-72-13 C-20 Bend R 5-3 P-1 Reaeration Tests TR H-77-14 H-67 R 5-4 P-1 Rebar Penetrations MP N-72-7 \l-9 R 5-5 P-1 Reclamation CR D-74-5 E-22 Revetment R 5-2 P-1 TR D-7tl-58 E-20 R 5-6 P-1 Mined Areas MP M-76-4 M-13 Caving Area R 5-l P-1 Recnotes IEB R-77-1 E-38 Model RR S-76-2/l S-54 IEB R-78-1 Reinforced thru Concrete MP 6-779 C-12 R-78-3 E-38 TM 6-421 C-30 Recolonization of Benthic Macro-TR C-74-7/1 C-38 fauna TR D-77-24/F E-10 Airport Pavements TR S-77-11 S-94 Recomvacted Soils CR S-70-2/l S-105 Beam CTIAC-49 C-4'3 Reconstituted Sands TR S-78-9 S-95 MP 1-874 il-5 Recorder and Power Supply B 60-1 MS-1 MP N-78-7 W-13 Recreation Bridge Piers TR N-76-10 \l-41 Area MP Y-76-l E-29 Slab MP 6-911 C-14 MP Y-77-5 E-30 TR N-73-,.8 W-39 Land CR D-76-6 E-26 TR N-75-2 W-40 Resee~rch Progre~tn IEB R-77-l E-38 Structures TM b-330 C-2tl IEB R-78-l Earth Wall TR S-77-6 S-94 thru Reinforcing R-78-3 E-38 Bars MP 6-351 C-6 Use in Water Related Parks TR R-78-1 E-39 MP 1-837 W-5 User Information Sy~tem TR R-78-2 E-39 MP C-74-12 C-22 Rectangular Conduits MP 2-160 H-5 Steel MP N-73-5 W-9 t1P H-68-2 H-10 Port Allen Lock MP 6-297 C-6 Recycled Rejuvenators for Bituminous Concrete MP C-72-14 C-20 Pavements Z-7 Aggretate CTIAC-9 C-40 Relief Well MP 3-52 S-5 CTIAC-19 C-41 TM S-63 MP C-72-23 C-21 Commerce and Trotters, MP C-76-2 C-23 t1ississippi TM 3-316 S-64 Materials in Airfield Data MP 3-5 S-4 Pavements Z-7 TM 3-304 S-63 Red TM 3-379 S-72 Ouachita-Black River Basin MBM 31-9 H-24 TM 3-409/B S-73 River INR 7 Z-4 Arkabutla Dam TR 3-479 S-76 p 10 H-26 Filters MP S-68-4 S-27 TM 3-298 S-63 Flow Meter MP 5-83 MS-4 TM 3-319 S-64 Installations TM 3-247 S-61 TR S-74-5 S-90 Mississippi River Levees MP S-72-21 S-37 Landing TR 3 Z-tl Missouri River Levees TR 3-443 S-74 Navigation Project TR H-78-24 H-69 Risers MP 3-90 S-6 Waterway CTIAC-55 C-44 Trotters, Mississippi TM 3-341 S-65 TR H-77-13 H-67 REMBASS MP M-13 Rock Remote Dam TR 2-673 H-48 Anti-Armor Mine System MP M-77-6 M-15 Reservoir B 65-1 MS-1 Imagery MP S-75-24 S-47 
77-INDEX 
Term
-----------------~-m---------------------
Remote (Cont) Shear Strength Sensing IR M-78-2 M-1 Clay Shales TR S-71-6/2 S-87 MP 2-73 CERC-3 Weak Shales TR 3-69':!/5 S-82 MP H-73-11 M-ll Strength HP S-74-21 S-45 MP M-74-2 M-12 Clay CR S-70-5 S-106 MP M-77-14 M-16 CR S-71-5 S-105 R 17-73 CERC-18 Resilient Moduli TR S-'76-12 S-93 TR M-74-8 M-30 Resin MP S-71-19 S-35 TR M-76-6 M-32 Based Membrane Curing and Sensor MP M-72-8 M-10 Bonding Compounds MP C-75-10 C-23 TR M-74-2 M-29 Concretes MP C-72-21 C-20 TR M-74-8/1 M-30 and Latex-Base Concrete TR M-76-8 M-32 Curing Compounds MP 4-819/l S-22 TR M-74-8/2 M-31 Resinous Imagery IR M-78-2/A M-1 Materials CR S-68-7 S-9':! Terrain Analysis MP 4-791 M-6 Water Repellents TM 217-1 S-60 Water-Quality Monitoring Resistance Systems TR Y-77-5 E-33 Coefficients TR 2-715 ll-50 Remotely Monitored Battlefield Freshly Injected Grout MP C-76-4 C-23 Sensor System MP M-B Losses MP H-73-1 H-n Rend Lake Resistivity Geophysical ExploDam TR H-75-2 H-61 ration Methods TM 195-1 S-58 Reservoir MP 6-589 C-9 Resonant MP H-68-1 H-10 Column TR H-69-7 H-54 Dynamic Testing Devices MP S-75-2 S-46 Rennie Island Marsh Development Test MP S-78-6 S-52 Site TR D-78-11 E-14 Frequency Measurements MP C-77-11/1 C-25 Repair Oscillations RR H-76-1 H-29 Bomb-Damaged Runways MP C-72-15 C-20 Response TR H-75-4/6 H-62 TR C-75-2 C-38 Vibration Technique MP 6-746 C-12 Paved Surfaces TR C-78-2 C-39 Response of Earth Media CR 3-168 S-108 Repeated Rest Areas Z-17 Compression CR 3-145/1 S-100 Retaining Dikes TR D-77-9 E-7 CR 3-145/3 S-100 Reus Air Base TM 3-34V87 S-69 Flexure CR 3-145/2 S-100 Reusable Dredged Material Load Fracture CR S-76-15/I S-119 Disposal Sites TR D-73-22 E-16 Loading CR 3-145 S-100 Reverse Heads TR H-70-2 H-56 Repetitive Revetment MP 2-35 H-4 Explosion Device CR 3-149 S-ll6 MP 1-64 CERC-7 Loadings TR S-76-16 S-94 MP 4-385 S-13 Republic Steel Ground Mat MP 4-945 S-25 MR 76-7 CERC-10 Research R 2-4 P·-1 Center Library MP 5-217 MS-4 R 2-67 CERC-16 Concrete MP C-69-17 e-n R 3-1 P-1 and Development Management R 5-2 P-1 Analysis System IR S-76-1 S-3 R 5-6 P-1 Soil Stability INV 1 Z-5 R 17-1 P-4 INV 2 Z-5 R 78-5 CERC-20 INV 3 Z-6 TM 20-2 H-30 Reservoir Z-2 TM 55 CERC-29 HBM 23-1 H-23 TP 81-1 CEHC-33 MP 3-981 S-26 TP 81-5 CEHC-33 MP S-77-3 S-50 TR N-69-8/7 \l-35 PNE 1120 W-17 Construction R 21-4 P-4 RR H-72-3 H-28 R 21-5 P-4 TM 132 CERC-44 Revetted Bank Failure R 8-1 P-1 Til 38 11-29 Reykjavik Airfield m 3-343/3 S-66 TR H-69-1 0 H-55 Rhein-Main Air Base TM 3-343/36 S-67 TR M-72-3 M-29 Rheologic Ecosystem Modeling CR Y-77-1 E-35 Investigation CR ::l-62 S-115 Filling CR S-72-2 S-101 CR 3-148 S-109 Induced Macroearthquakes TR S-73-1/19 S-40 Properties TB 7 Z-10 'Inflow and Outflow B 63-1 MS-1 Rice Fields MP 4-602 M-4 Operation MBM 24-1 H-23 TR 3-702 M-23 Model MBM l-1 H-21 Richard B. Russell Lake Water Residential Dwellings MP N-75-6 \'i-ll Quality Investigation TR H-74-14 H-61 Residual Richmond (Virginia) Harbor TM 178-1 H-33 Materials CR 4-6/6 M-39 
78-INDEX 
Term
--·---------------...-·--~----
Ride MP M-78-7 M-16 River (Cant) Characteristics MP M-68-5 M-8 Bank (Cant) MP M-76-6 M-14 Stability (Cant) Dynamics CR 3-33 M-36 1957 Data R 12-8 P-3 CR 3-114 M-35 1'158 Data R 12-9 P-3 TR M-68-1/2 M-25 1959 Data R 12-10 P-3 TR M-73-5 M-29 1960 Data R 12-11 P-3 Qualities MP M-75-5 M-13 1961 Data R 12-12 P-3 dnd Sho"k Test MP M-77-3 M-15 1962 Data R 12-13 P-3 MP M-77-9 M-15 1963 Data R 12-14 P-3 Rid6 eley, West Vir~inia TR 2-448 H-42 1964 Data R 12-17 P-3 Rifle Gap Darn MP S-70-l S-31 1965 Data R 12-18 P-3 MP S-71-17/2 S-35 1966 Data R 12-19 P-3 Riflin~ in uredge Pipe Lines B 2/l H-1 1967 Data R 12-20 P-3 Ri.gid 1968 and 1969 Data R 12-21 P-3 Body 1970 and 1971 Data R 12-22 P-3 Motion HP S-75-15 S-47 Stabilization CR 3-81 S-107 Solution CR S-75-4/ Border Areas, Middle Missis-Suppl S-102 sippi River MP Y-74-5 E-29 Flexible Navigation B 2/2 H-1 Airfield Pavement Junctures MP S-76-19 S-49 Point Directory MP H-75-6 H-15 Materials for !lank Protection INV 2 Z-5 Regulation MP 2-860 H-10 Pavement HP 4-496 S-16 Reservoir Systems Model MP Y-76-4 E-30 Tests TM S-60 Sand MP 6-408 C-6 Plate Bearing Test TM S-59 Discharge TR 5 Z-8 ~lheel TR 3-565 M-20 Sedimentation IR H-78-1 H-3 TR S-74-7 S-90 Models MP H-70-2 H-12 Rigolets Pass, Louisiana TR H-76-16 H-65 Stages R 20-1 P-4 Rincon Island, California MR 78-3 CERC-12 Training MP H-71-2 H-12 TM 43 CERC-28 Riverine Ring Fishery CR Y-74-4 E-32 Beam Antenna Foundation 11P S-68-14 S-27 Utility Craft TR M-70-5 M-26 Test MP C-69-5 C-16 Road HP S-69-11 S-29 Ripple TM 100 CERC-42 MP S-74-23 S-46 Tanks RR H-74-1 H-29 TM 3-357/B S-72 Hipl)led Bed" R 77-5 CERC-20 TR S-70-5 S-86 Rij.>rap MP 2-552 H-7 Construction MP S-73-5 S-40 MP 6-740 C-12 Crater Design Test MP N-76-6 \i-12 MP 2-Tf7 H-9 Greenland TR 3-505 M-20 MP H-68-1 H-10 Observations TR 5-625/H M-21 PNE 5003 rl-1'7 Research Laboratory, England MP 4-380 S-13 R 76-2 CERC-20 Sections in Western United RR H-70-2 H-27 States MP M-74-7 M-12 TR 2-650 H-47 Surfacing Membrane CR S-71-7 S-106 Carlyle Dam MP 6-281/A C-5 TR 3-492 S-76 Clarence Canyon Re3ervoir MP 6-906 C-14 TR 3-515 S-77 Cover Layers MP 2-465 H-7 Terrains TR M-74-4 M-30 TR 2-740/2 H-51 Test Results TR 3-721 S-82 DeGray Dam MP 6-596 C-9 Robert De3ign MP H-78-7 H-19 Gray Army Airfield MP 4-697 S-20 Kaskaskia River MP 6-730 C-12 MP 4-989 S-26 Model of In-Shore Harbor RR 2-8 H-27 MP S-69-26 S-30 New Lock and Dam No. 26 MP C-72-4 C-19 MP S-69-38 S-30 Placement TR 2-447/2 H-42 MP S-73-16 S-41 Revetments TP 81-5 CERC-33 s. Kerr Lock and Dam TR li-68-5 H-53 Source3, Shelbyville Reservoir MP 6-539 C-8 Roberts Field, Liberia TM 3-343/13 S-66 Stability R 3-67 CERC-16 Robins Air Force Base MP 4-367 S-13 TM 37 CERC-28 Rock CR N-69-1 \o/-l!5 TM 51 CERC-29 CR S-68-3 S-100 TP 76-19 CERC-31 MP C-73-12 C-21 TP 82-3 CERC-33 MP C-74-6 C-22 Stone for the Rend Lake MP S-69-34 S-30 Reservoir MP 6-589 C-9 MP S-77-16 S-51 River MP H-69-9 H-11 PNE 5008 li-18 Bank 11P S-70-3 S-32 TR 6-802 C-35 TM 3-329 S-65 TR 1-813 \i-33 Stability MP S-78-5/18 S-52 TR S-75-7 S-91 MP S-78-5/19 S-52 Bolts MP S-77-7 S-50 R 18-2 P-4 TR S-76-14 S-93 
7~-INDEX 
Term. _______________________ 
~port No. 
~--------·---------
Rock  (Cont)  
Co;·e  MP  C-75-2  C-22  
Bergstrom Study Area,  Texas  MP  C-70-4  C-17  
Castle Study Area,  Cali 
fornia  MP C-69-16  C-17  
DeGray Dam  MP 6-579  C-9  
Duluth-Vermillion Study Area  MP  C-70-9  C-17  
Machias Study Area,  Maine  MP  C-70-16  C-18  
Michiga~ne Study Area,  
Michigan  MP  C-70-10  C-17  
Mountain  Home,  Idaho  MP  C-69-12  C-17  
Pease Study Area,  New  
Hampshire  MP C-70-11  C-17  
Pembine  Study Area,  
Michigan  and Wisconsin  MP  C-70-14  C-18  
Plattsburgh Study Area,  
New  York  MP  C-70-7  C-17  
Scott Study Area,  Missouri  MP  C-70-6  C-17  
Tests  MP  C-75-9  C-23  
MP  C-78-12  C-26  
Warren, Wyoming  MP  C-69-3  C-16  
MP  C-70-17  C-18  
Ejecta  MP  W-11  
Excavations  MP  3-991  S-26  
PNE  5010  W-18  
Fill  TR S-78-1  S-94  
Formations  CR S-68-2  S-103  
Island  District  INR  2  Z-4  
Jetty Models  TM  133-1  H-32  
Lined Transitions  R  1-110  Z-13  
Mass  CR  1-135  \l-46  
CR  1-170  '.l-44  
RR  l-6/l  Il-l~  
TR  N-73-6  W-38  
TR  N-73-7  ~1-39  
TR  N-73-4  W-42  
Permeability  TR S-76-2  S-93  
Shear Strength  TR S-72-12  S-89  
Mechanics  MP S-74-28  S-46  
RR S-69-l  S-54  
Mixtures  MP S-70-7/l  S-32  
Movement  R  3-67  CERC-16  
Penetration Test Site  TR S-77-4  S-94  
Samples  MP 6-254  C-5  
Silo Prototype Test Site  MP S-70-12  S-32  
Structures  RR H-73-1  H-28  
Targets  MP S-75-25  S-48  
Tests  MP C-78-4  C-25  
Types  MP C-69-14  C-11  
PNE 5006  \l-18  
Weirs  MP 2-821  H-9  
Rocket  MP 4-430  S-14  
TR N-69-3/5  1<-35  
Blast-Resistant  Materials  MP  4-804  S-22  
Engine  
Blast Tests  MP  4-804/1  S-22  
Jet Blast  MP  4-903  S-24  
Rounds  TR  N-69-3/4  W-35  
Rock fill  
Dams  CR  S-69-5  S-106  
CR S-70-7  S-106  
CR S-71-11  S-107  
CR  S-72-2  S-101  
CR S-73-2  S-101  
CR S-'77-4  S-102  
MP S-71-10  S-34  
MP S-71-17  S-35  
MP S-71-17/3  S-35  
MP S-73-7  S-39  
TR  2-496  H-43  

Rockfill  (Cont)  
Embankment  TM  b7-l6  rl-22  
Specimens  CR S-71-4  S-107  
Rocky  
Mountain Arsenal  TR  Y-78-l  E-33  
Reach  Hydroelectric Project  MP  2-417  H-7  
Rods  CR  2-61  W-47  
Rogers Dry Lake,  California  MP  4-365  S-13  
Rogue  River  Z-12  
Roi-Namur,  Kwajalein Atoll,  
Marshall  Islands  MP 4-858  S-23  
Rome  
Air  Depot  TM  C-27  
Italy  TM  3-341/37  S-67  
Rondout  Creek  Basin  TR ll-74-2  H-60  
Roof .Moisture  MP  M-76-14  M-14  
Surveys  IR  M-78-l  M-1  
MP M-77-2  M-15  
Roosevelt  Roads  Naval  Base  TM  207-1  H-34  
Ropes  MP  C-77-13  C-25  
Rotary Cone  Penetrometer  MP  3-361  s-n  
MP  3-455  S-15  
MP  3-832  S-23  
R  18-1  P-4  
Rotation Shear Tests  CR  S-70-5  S-lOb  
ROUGH  ROAD  ALPHA  TR  '-624  S-79  
Roughness  
Coefficients  TR  14  Z-8  
Elements  MP  H-68-5  H-10  
~1P  11-70-6  H-12  
Standards  TM  2-364  H-39  
Row  
and  Array Emplacement  TM  68-4  \l-23  
Charge Cratering  TM  67-5  w-22  
TM  67-9  \1-22  
TR  5  11-28  
TR  37  W-2Y  
Crater  PNE  1120  11-17  
TR  38  W-29  
Rowlesburg  Dam  TR  H-70-7  H-56  
Royal  
Air  Force Station  
Holme  TM  3-343/94  S-70  
Manston  TM  3-343/90  S-69  
Naval  Air Station Ford  TM  3-343/122  S-71  
RPAF  Stati.on  Mauripur  TM  3-343/123  S-71  
Rubbed  Fini.shes  f1P  b-864  C-14  
Rubber  
llased  Coatings  MP  b-864  C-14  
Tired  Rollers  MP  4-240  S-10  
1/aterstop  TM Til  3-271/7 3-432  S-62 S-74  
Failures  MP  4-124  S-7  
Rubberized-Tar  
Concrete  
Airfield  Pavements  TR  3-493  S-76  
Pavements  MP  4-288  S-11  
t~P  4-304  S-11  
Paving  Mixtures  MP S-71-8  S-34  
Specifications  MP  4-292  S-ll  
Rubble  TM  70-13  W-25  
Mound  
Breakwater  MP  2-224  H-5  
MP  2-276  H-5  
MP  2-296  H-6  
MP  2-372  H-6  
MP  2-453  H-7  
MP  H-76-8  H-16  
MR  76-5  CERC-10  
R  81-10  CERC-22  
RR  2-2  H-27  

80-INDEX 
Term Reeort No. Term Reeort No. 
Rubble (Cont) St. ( Cont) Mound (Cont) Johns Breakwater (Cont) RR 2-11 H-27 Bayou Floodgate TM S-60 RR H-69-2 H-27 TM 3-425 S-73 TM 2-365 H-40 River TM 2-244 H-36 TR H-68-3 H-53 Lawrence Cresent City Harbor TM 2-413 H-41 River 2-233
TM H-35 
Dana Point Harbor TR 2-725 H-50 
TR 2-489 H-43 
Jubail Harbor, Saudi TR 2-576 H-45 Arabia TH H-76-20 H-65 Seaway 
Nassau Harbor MP 2-799 H-9 Locks 
TR H-76-9 H-64 TR 2-697 H-49 Project MP 6-573 C-9 Noyo Harbor MP 2-841 H-9 Louis Repair Flood Protection Project MP 6-334 C-6 Kahului Harbor TR 2-644 H-47 Harbor TR H-72-7 H-58 Morro Bay Harbor TR 2-567 H-45 Industrial Park MBM 31-3 H-23 Nawiliwili Harbor MP 2-377 H-6 to-Thebes Reach t4BM 81-6 H-25 Stability Models MP H-75-4 H-14 Lucie Canal p 14 H-26 MP H-75-5 H-15 TM 153-1 H-32 Stru,tures CETA 81-7 CERC-3 Mary Dam TM 2-262 H-36 R 1-73 CERC-17 Marys Falls Canal TM 208-1 H-34 R 79-4 CERC-21 Mawgan, Cornwall, England TM 3-343/115 S-71 Trunks TR H-77-19 H-67 Nazaire-Montoir Air Base TM 3-343/53 S-68 Tsoying Harbor TR 2-640 H-47 Paul District INR 2 S-4 Tsunami Barrier, Hilo Harbor TR 2-792 H-53 Salamonie Dam Flip Bucket MP H-71-1 H-12 Size TM 69-5 W-24 Saline Slopes TR 14 ~~-28 Fronts CR 2-1/12 H-74 RUG TR M-70-5 M-26 Water CR 2-1113 H-74 Rulison Underground Nu"lear Wedges CR 2-1/7 H-74 Detonation MP S-70-1 S-31 CR 2-1/8 H-74 MP S-71-17/2 S-35 CR 2-1/11 H-74 Running Gear TR M-78-3 M-33 Salinity CR 2-1/4 H-73 Runoff CR 2-66 H-74 CR H-73-3 H-71 Runway MP C-72-15 C-20 CR H-74-2 H-71 MP S-76-24 S-50 CR H-77-1 H-71 TR 2-467 \~-30 MP 2-912 H-10 TR 3-539 S-78 MP H-69-13 H-11 TR 3-700 S-82 MP H-72-8 H-13 TR C-75-2 C-38 MP H-76-9 H-16 O'Hare International Airport CR S-76-11 C-99 TB 13 Z-10 Pavement, Columbus Air Force TB 20 Z-11 Base MP 4-303 S-11 TR /2 H-4'7 TR D-77-40 E-12 TR H-69-12/2 H-55 TR H-69-12/3 H-55 
Sacramento 
TR H-73-13 H-63 Basin R 3 Z-18 Changes in Coastal \laters CR H-73-1 H-73 Distri~t Radio Communications CR H-73-2 H-73 Network !l 61-1 MS-1 Intrusion Z-11 Peak, New Mexico MP 3-639 S-19 TB 5 Z-9 MP 3-763 S-21 TB 13 Z-10 River Deep-\later Ship Channel TR 2-556 H-44 TB 20 Z-11 SAFEGUARD TR N-73-9 \1-39 Stratified Water RR H-73-4 H-28 Power Plant CR N-71-1 ~~-45 Tests TM 2-337/2 H-38 TSE Ground Facilities MP W-10 Verification MP H-78-6/1 H-19 Sag Junction TR 2-776 H-52 TM 2-337/1 H-38 St. TR 2-735/1 H-50 Charles Parish Lakefront TR H-73-12/1 H-59 Foundation Clays MP S-76-15 S-49 Salt CR 3-101/3 S-112 Levee MP S-75-8 S-47 Barriers CR 2-1/6 H-74 Marsh MR 81-5 CERC-13 Clair River MP 2-821 H-9 SR 4 CERC-25 p 16 H-26 TP 76-7 CERC-30 TR H-72-4 H-58 TR D-77-37 E-11 Croix, u. s. Virgin Islands MP S-76-26 S-50 TR D-78-38 E-18 Francis Development TM 46 CERC-28 Basin TR 3-659 S-81 TM 52 CERC-29 River MP 3-555 S-17 Estuarine Ecosystems TR D-78-3 E-13 Sunk Lands MP S-70-15 S-32 Plants MP D-77-1 E-3 TR D-77-28 E-10 Vegetation CETA 82-3 CERC-4 

81-INDEX 
Ter.E!._________________
Term 
Salt (Cent) Sand (Cent) RR S-76-2/1 S-54 Pond No. 3, Marsh Development RR S-76-2/2 S-54 Site TR D-78-57 E-20 RR S-76-2/3 S-54 River, Kentucky TR H-75-12 H-63 RR S-76-2/4 S-54 Water RR S-76-2/6 S-54 Barriers MP 2-358 H-6 TM W-27 MP H-71-4 H-12 TM 17 \/-2"1 MP H-74-9 H-14 TM2 CERC-37 Intrusion n1 9 CEHC-26 Calcasieu River TM 2-310 H-38 TM 62 CERC-40 Canal Locks CR 2-l/2 H-73 TM 66-5 W-21 Cooper River MP H-77-14 H-18 TM 76 CERC-41 Intracoastal Waterway TM 221-1 H-35 TM 9')-1 H-31 Rivers CR 2-l/3 H-73 TM 102 CERC-42 Lights MP 5-248 MS-4 TM 3-271/1 S-62 Salviacim Pavement MP S-76-20 S-49 TM 1-323/4 S-65 Samoa TR H-74-16 H-61 TM 1-3.31/10 M-1'.! Sample Disturbance CR S-77-3 S-101 TM 3-408 S-71 Samplers TM 3-315 S-64 TM 6-419/3 C-2'1 Sampling CETA 79-3 CERC-2 TM 6-419/4 C-29 Gohesionless Material RR S-76-l S-54 TM 6-419/5 C-29 Soils Z-13 TR 3-516/2 M-20 Variation TP 76-14 CERC-30 TR 3-545/5 M-20 San TR 3-599/2 S-79 Antonio Dam R 2-106 Z-2 TR 3-65211 M-21 Diego Bay MP Y-76-2 E-30 TR 3-666 M-22 TR N-69-4/2 W-34 TR 1-674 11-31 Model TR H-74-12 H-61 TR D-78-34 E-17 Fernando, California, EarthTR E-73-5 \1-38 quake MP S-76-l S-48 TR M-68-2 M:-25 Francisco Bay Z-12 TR M-69-2 M-25 MP 2-332/4 H-6 TR M-70-14/1 M-27 MR 79-2 CERC-12 TR M-71-5/2 M-2\J MP 2-370 W-2 TR S·-76-17 S-')5 TR H-75-17 H-63 TR S·-78-2 S-95 TR N-76-1 W-40 TR S-78-15 S-95 Gabriel River TR H-76-10 H-64 Analysis TM 23 CERC-3~ Juan Harbor TM 173-l H-33 Asphalt .MP 4-385 S-13 Pablo Airport TM 3-343/85 S-69 TM 3-329 S-65 Ysidro, New Mexico TR S-77-3 S-94 Backfill Sanctuaries Act of 1972 Z-15 Old River Lock MP 3-554 S-17 Sand B 1/1-9 S-1 Port Allen Lock MP 3-437 S-14 CR W-44 Bea<Ohes R 81-3 CERC-22 CR 3-26 S-110 TM 126 CERC-43 and Boils MP S·-75-22 S-47 S-111 Bottom TR 1-704/2 W-31 CR 3-91 S-117 Bypassing CH H-76-l H-73 CR 3-130 M-45 R 83-7 CERC-23 CR 3-161 S-114 SR-8 CERC-25 CR S-76-7 S-115 TM 92 CERC-41 CR S-76-8 S-115 TP 80-1 CERC-32 CR S-76-9 S-115 Cement lirouts MP b-410 C-7 MP 1-69 CERC~7 Clay Mixtures CR 3-26/24 S-111 MP 3-67 CERC-7 Deposits MP 3-12 S-4 MP 3-106 S-7 TR H-76-13/3 H-65 MP 4-194 S-9 Discharge TR 5 Z-8 MP 6-408 C-6 Drains MP S-69-21 S-29 MP 4-443 M-3 MP S-75-8 S-47 MP 2-524 \-/-3 Fabric CR S-76-5 S-101 MP 6-530 C-8 Fauna MR 713-4 CERC-12 MP 4-535 M-4 Filled Bags MR 77-4 Cl::RC-10 MP 6-647 M-5 R 21-l P-4 MP 4-836 M-6 Grading TM 6-419/2 C-29 MP 4-968 S-26 Inventory CETA 80-4 CERC-3 MP M-68-2 M-8 R 2-70 CERC-16 MP S-72-29 S-37 Level MP 11-75 CERC-9 MP S-72-37 S-38 TM 82 CERC-41 MP S-75-27 S-48 Medium TM 66-6 W-21. MP S-76-6 S-48 Mining R 16-73 CERC-18 R 12-1 P-2 
82-INDEX 
.:.!!.!:!!!.____________________ 
Page __ 
Term Reeort No. 
Sand (Cont} Sardis Dam MP 3-86 S-6 Motion CETA 81-10 CERC-3 TM 123-2 H-32 R 80-3 CERC-22 TM 132-1 H-32 Movement MP 4-70 CERC-7 TM 132-2 H-32 R 5-71 CERC-17 TM 3-250 S-61 TM1 CERC-26 TM 3-287 S-63 TM7 CERC-37 TM 3-379/1 S-72 TM 14 CERC-26 Sarma Method MP S-78-13 S-53 TM 26 CERC-38 Satellites R 4-72 CERC-17 TM 42 CERC-39 SATS Airfield TR S-75-2 S-91 TM 48 CERC-39 Saturated TM 68 CERC-40 Clayey Silt CR 3-26/15 S-110 TM 119 CERC-43 Clays CR 3-101 S-112 Niigata, Japan TR S-78-9 S-95 and TR S-78-10 S-95 S-113 TR S-78-11 S-95 Cohesionless Soil RR S-76-2/5 S-54 Profiles CETA 81-4 CERC-3 Fat Clay CR 3-26/10 S-110 Reid Bed ford !.lend R 5-3 P-1 CR 3-26/16 S-110 Response to Cyclic Loading CR S-77-3 S-101 Fine Sand CR 3-26/11 S-110 Resources MR 77-11 CERC-11 TR S-78-2 S-95 MR 79-3 CERC-12 Remolded Clays CR 3-101/3 S-112 MR 79-4 CERC-12 Sand CR S-76-7 S-115 MR 80-4 CERC-12 RR S-76-2/3 S-54 MR 80-10 CERC-13 Soils CR 3-26/6 S-110 MR 82-10 CERC-14 CR 3-63/1 S-111 TP 79-2 CERC-32 Saturation CR S-69-3 S-104 TP 81-3 CERC-33 TR S-70-3 S-86 Ripple R 81-11 CERC-22 Saudi Arabia TM 3-343/124 S-71 Growth Tf' 78-5 CERC-32 TR H-76-2 H-64 Sampler R 4-66 CERC-16 TR H-76-20 H-65 Samples MR 77-3 CERC-10 Sault Ste. Marie MP C-73-8 C-21 Sampling B 35 S-1 Savage River Dam TM 2-378 H-40 5-6 P-1 Savannah Shell Mixes MP 4-136 S-7 Harbor MP 2-633 H-8 Sub:_~rades TM 3-271/3 S-62 TM 2-268 H-37 Tests GITI 7 CERC-5 TR 2-580 H-45 Static and Cyclic Loadings RR S-76-2/6 S-54 River TM 57-1 H-30 Transport CETA 81-2 CERC-3 TM 57-2 H-30 MP 2-64 CERC-7 Tide Gate R 79-5 CERC-21 R 82-5 CERC-23 Sawyer Bend TR H-78-7 H-68 R 83-8 CERC-23 Scale TH 62 CERC-29 Effects B 2/4 H-1 Traps TM 119 CERC-43 MP H-75-4 H-14 TR 82-4 CERC-35 RR H-74-1 H-29 Variation TM 65 CERC-40 Tests RR H-69-2 H-27 Volume IR 2 S-2 Model Lunar Roving Vehicle MP M-72-3 M-10 Sanded Grouts TM 6-419 C-29 Riprap Model RR 2-8 H-27 Sandstone Z-14 Scaling MP N-75-3 W-11 Explosion-Produced Damage TR 1-695 W-31 TR E-73-1 \o/-38 Relations MP S-77-23 S-52 TR N-77-611 W-41 Scanning Electron San Ysidro, New Mexico TR S-77-3 S-94 Microscope MP S-75-11 S-47 Sandtoft, Lincolnshire, England TM 3-343/112 S-70 Microscopy CTIAC-4 C-40 Sandwich Mat MP S-71-4 S-34 Schmidt Concrete Test Hammer MP 6-267 C-5 Sanjurjo Airport TM 3-343/76 S-69 Schokbeton Precast Concrete Santa Units MP 6-235 C-5 Ana River TR H-75-7 H-62 Schooner PNE 527 W-15 Barbara TH 49 CERC-39 Bayou Control Structure TM S-61 Harbor TR 2-805 H-53 Schrantz on Wind Effects B 211 H-1 Cruz Harbor R 2-69 CERC-16 Schuylkill Reach HP 2-887 H-10 Maria Airport TM 3-343/16 S-66 Scotland TM 3-343/119 S-71 Monica Bay TR H-73-8 H-59 Scott Study Area, Missouri MP C-70-6 C-17 Paula Creek TR H-73-11 H-59 Scour MP H-71-5 H-12 Santee Scoured Foundation MP C-78-19 C-26 Cooper Scout Vehicle MP M-12 Power Plant Z-12 Screen RR 2-12 H-27 Project TM 6-224 C-27 RR H-72-2 H-28 River Darn TM 168-l H-33 Wave Absorbers RR H-73-3 H-28 SAP Bomb Z-18 
83-INDEX 
Term Report No. Term ~-e__ 
Scroll MP G-69-4 C-16 Sediment ( Cont) TP 79-2 CERC-32 Sculthorpe, Norfork, England TM 3-343/113 S-70 TR 82-4 GERG-35 SE-Type Soil Stress Gages IR 8 W-1 TR D-76-7 E-5 Sea MP 4-64 CERC-7 TR D-77-14 E-7 Bottom TR N-74-6 \i-39 TR D-77-23/F E-9 Land TR D-77-24/B E-9 Boundary Zones CR M-36 TR D-77-30/B E-11 Navigation MP H-72-9 H-13 TR Y-76-1 E-32 Level Canal Z-12 TR Y-78-11 E-33 MP H-69-10 H-11 Absorbed MP H-69-12 H-11 Heavy Metals TR D-78-42 E-18 RR 2-9 H-27 Pesticides TR D-77-34 E-11 TM 65-15 W-20 Associated Oil and Grease TR D-77-26 E-10 TM 67-2 W-22 Bordering the Mississippi MP 3-481 S-16 TR 6 W-28 Budget R 81-'7 GERC-22 TR 8 Z-8 Analysis R 78-3 GERG-20 Water on Concrete MP 6-690 C-ll Chemistry TR D-73-15/B E-15 Seabirds TR D-78-1 E-13 Discharge Measurements TB 1 Z-9 TR D-78-8 E-14 Distribution MR 79-4 CERG-12 Seabrook Lock, Lake Diversion ™2-388 H-40 Pontchartrain MP 3-842 S-23 Elliott Bay TR D-77-24/D E-9 Seafloor Trafficability TR M-70-8 M-26 Investigation Seagrass CETA 80-2 CERC-3 Atchafalava Basin TM 48-1 S-55 MR 80-7 CERC-13 Mississippi River p H H-26 Demonstration Site, Port p u H-26 St. Joe TR D-78-33 E-17 TM 120-1 MS-10 Literature Survey TR D-78-4 E-14 TM 120-2 MS-10 Seal MP S-75-13 S-47 Movement Tracing TR N-76-1 vl-4o Goat Material MP 4-287 S-11 New Orleans-Lake PontcharMP 4-283 S-11 train Area TR S·-75-6 S-91 MP 4-302 S-ll Organic Matter CR D-76-7 E-25 SEARCH and CORPS Systems Z-6 Parameters TR D-77-6/B E-6 SEASAT Detection R 81-1 GERC-22 TR D-77-42/C E-13 Seaside Park, Connecticut TM 11 CERC-26 Quality TR D-78-15/A E-15 Seasonal Lake Conway TR A-78-2/1 Frost Z-16 /VI M-49 Variations in Great Lakes TR A-78-2/2 Design Wave Heights MP H-76-21 H-17 /VI M-50 Seawall RR 2-10 H-27 TR A-78-2/3 TR 2-728 H-50 /VI M-50 Seaweed MR 76-9 CERG-10 TR A-78-2/4 Section 32 Program IR H-77-l H-3 /VI M-50 Z-3 Sample Collection Stations TR M-77-1 M-32 thru Sampling TM 115 GERC-43 Z-6 Sorting TM 63 CERC-40 Sector Gate MP H-71-4 H-12 Survey B 1/l H-1 TR H-70-2 H-56 GETA 81-9 CERG-3 Security Sites in Puerto Rico MP t1-70-5 M-9 Suspension TP 77-4 CEHG-31 SEDAN MP 3-662 S-19 Tracer Tests MP 2-472 h-7 PNE 234F vl-14 MP 2-649 H-8 Sediment MP M-76-10 M-14 Transport MP 1-71 CERC-8 t1R 76-10 GERC-10 MP 2-564 H-8 R 24-'73 CERC-18 MR 31-6 CEHC-13 R 77-5 CERC-20 MR 83-10 GEHG-15 R 78-8 CERC-20 R 13-73 CEHC-18 R 78-10 CERG-21 R 20-73 GERG-13 R 300-1 P-5 R 21-73 GERG-13 TB 7 Z-10 R 78-6 GERG-20 TM S-56 TR D-77-12 E-7 TM 29 CERC-27 TR H-76-13/2 H-65 TM 33 CERC-27 Traps MP 2-723 H-9 TM 34 CERC-27 Sedimentary Material TM 4-l H-30 TM 38 CERC-28 Sedimentation Z-12 TM 40 CERC-28 GETA 81-6 GERC-3 TM 42 CERC-28 IR H-7il-1 H-3 TM 45 CERC-28 R 77-1 GERC-20 TM 54 CERG-29 R 81-6 CERG-22 TP 76-2 GERG-30 R 83-5 CERC-23 TP 76-3 GERG-30 TB 8 Z-10 
84-INDEX 
Term Report No. Term Rep_ort No.

-------------·---
Sedimentation (Cont) 
Concentrations Conditions Models Tdnk 
Seeding Studies Purdue University Vicksburg 
Seepat\e 
Analysis for Columbia Lock and Dam Mississippi River Banks 
Model 
Greenville Front Levee 
Oakley Dam 

Problems 
Remote Imagery 
Studies Segmented Tire Seiches 
Sei.smic 
Acoustic Target Classifiers Attenuation Tests Characteristics Data De coupling Design Ejecta Effects Exploration 
Field Methods for In Situ 
Moduli 
Hazard Analysis 

InstruHJentation Conference on 
Earth and Concrete Dams 
Intrusion Detector 
Investigation 

Fort Peck Dara Isabella Project, California 
Loading 
Measurements 
Methods 
Motions 
Phenomena 
Propagation Study 
Reflection 

Hefraction 
TM 8 TM 19 TR 9 TR D-77-20/A TR D-77-30/ A TR D-77-42/B MP S-75-24 TR 2-623 MP H-70-2 R 76-1 
TM 3-392 TM i-354 B 10 CR MP S-69-34 MP S-70-3/l MP S-75-5 TM lOl-l TM 101-2 TM 1'35-1 TR 27 
MP 3-503 MP S-70-3 TR S-73-5 TR 3-619 TM 182-1 MP S-72-3 MP K-73-3 MP K-?i-4 MP S-75-24 TM 175-l TR M-73-5 MP 2-502 MP S-73-1/15 
TR M-76-7 MP S-78-4 TR M-72-2 MP M-75-2 TM G7-10 MP S-73-1/4™70-4 
TM 198-1 TM 199-1 
MP S-75-10 MP S-73-1113 MP S-73-1/18 
HP MP H-72-4 
MP S-75-4 MP S-78-16 
CR 
PNE 504F MP M-76-13 PNE 5013 MP 4-969 I1P CETA 82-5 r~R 80-10 MR 82-15 R 1-70 TM 40 TR E-73-4 CERC-26 CERC-37 Z-8 E-8 E-10 E-13 .>-47 H-46 H-12 CERC-19 
S-72 S-72 S-1 1-1-44 S-30 S-32 S-46 S-56 S-56 S-56 
~1-29 
S-16 S-32 S-89 S-79 S-58 S-36 MS-6 MS-6 S-47 S-57 M-29 
ll-7 
S-39 
M-32 S-52 M-29 M-12 
~1-22 
S-39 il-24 S-58 S-58 
S-47 S-39 S-40 
S-33 M-10 
S-46 S-53 W-44 
Z-14 ,/-14 M-14 11-18 S-26 11-10 CERC-4 CERC-13 CERC-14 
CERC-16 CERC-28 11-38 
Seismic ( Cont)  
Region  MP E-75-7  W-11  
MP N-76-11  W-12  
Sensor  MP  M-12  
MP M-75-10  M-13  
Site Calibration  PNE 1100  W-16  
TM 67-19  11-23  
Source Zones  MP S-73-1/21  S-40  
Survey  
Dam Sites  MP 3-60  S-5  
Grand Island  MP 3-59  S-5  
Spokane River Valley  MP 3-64  S-6  
Techniques  
Brown's Ferry Nuclear Plant  MP 4-970  S-26  
Pre-Gondola II  MP 4-971  S-26  
Test Results  MP S-78-8  S-53  
Waves  MP S-73-1/10  S-39  
Seismicity  MP S-77-3  S-50  
TR M-77-4/5  M-33  
Seismograph Demonstration  B 10  S-1  
Seismographic Networks  MP S-78-9  S-53  
Seismological Factors for  
Design Earthquakes  11P S-72-41  S-38  
Seismology  MP S-74-15  S-45  
Selective Withdrawal  TR H-73-4  H-59  
TR H-73-14  H-60  
Self-Propelled  
Artillery  MP M-77-1  M-15  
Vehicles  TM 3-240  M-17  
Wheeled Vehicles  TM 3-240/18  M-18  
Selfridge Air Force Base  MP 4-707  S-20  
Sembach Air Base  TM 3-343/27  S-67  
Semiarmor-Piercing Bomb  Z-18  
Sensor  MP  H-16  
TR M-73-6  M-29  
Fort Huachuca  TR M-73-3  M-29  
Sites, Woodbridge and Fort  
Belvoir  MP M-73-9  M-11  
Test Areas in the Panama Canal  
Zone  TR M-72-2  M-29  
SERGIUS NARROWS  TM 68-13  W-23  
TM 71-11  l'i-25  
TR 33  W-29  
Series  
11 A11 Beams  TM 6-412/3  C-29  
"B" Beams  CTIAC-59  C-44  
Tl~ 6-412/4  C-29  
Settlement  
Fallback Materials  l-IP 3-974  S-26  
Large Hydraulic Structures  MP S-71-23  S-35  
7.6-Angstrom Reaction Product  CTIAC-41  C-43  
Sevier Bridge Reservoir  TM 2-397  W-27  
Sevilla, Spain  TM 3-343/85  S-69  
Sewa;;e  
Lagoons  HP Y-77-5  E-30  
Treatment Plant  MP 2-951  H-10  
Outfall, Los Angeles Harbor  TR H-78-23  H-69  
Sewart Air Force Base  MP 4-311  S-4  
SH \laves  MP S-77-12  S-51  
Shale  CR 3-3  S-106  
CR S-68-4  S-100  
TR 3-699/3  S-82  
TR 3-699/5  S-82  
TR E-73-l  W-38  
TR S-71-6/5  S-87  
and Coal Cores  MP 6-658  C-10  
Embankments  Z-17  
Laneport Dam  TR S-71-6/3  S-87  
Samples, Waco Dam  MP 6-548  C-8  


85-INDEX  
Term  -~.e.~!:~~  l.~  Term _______________  ~~No~ ~e__  
Shallow Water  CETA 77-6  CERC-2  Shelter  CR 2-55  W-46  
CETA 82-2  CERC-4  r.R 2-67  W-46  
R  6-73  CEHC-17  CR  1-110  \i-46  
R  83-14  CERC-23  MP  N-71-3  \i-8  
TM  4  CERC-37  TR  1-768  ~-1-3<'  
TM  27  CERC-3d  TR  N-69-8/8  \1-'35  
TM  40  CERC-'3':1  TR  N-69-8/9  W-3~  
TM  123  CERC-43  TR  N-70-6  li-35  
TP  78-1  CERC-31  Building Program  CR  2-65  'd-47  
Wave Study Shark River  Boat Basin  CR R  1-167/III 80-2  \i-48 CERC-22  Concepts  r.R  2-76  W-47 Z-14  
Sharonville, Shear  Ohio  MP  4-47  S-5  Response Shelton Fallout  TR  N-77-3  \1-41  
Apparatus Key Connections Modulus  TR TR TR  S-71-2/1 N-73-9 S-72-5  S-87 \1-39 S-89  Model Prediction System Shepherds Grove, Suffolk,  TM TM  65-1 65-10  W-20 W-20  
MP  S-78-12  S-53  England  TM  3-343/103  S-70  
Constitutive Models  MP  S-71-13  S-35  Sheppard  Air  Force  Base  MP  4-366  S-13  
Sand  CR  3-161  S-114  TM  3-344/2  S-71  
Responses Strength Antelope Lake Target of Clay Shales Earth-Rock Mixtures  MP MP MP TR MP  S-72-35 S-73-60 S-76-7 S-71-6/2 S-70-7  S-38 S-43 S-48 S-87 S-32  Sheridan Army Airfield Sherman Army Airfield Sherwood Island State Park Shielding Model Shifting Sand  MP MP TM TR MP  S-68-l S-72-25 20 M-74-4 4-968  S-26 S-37 CERC-27 M-30 S-26  
Stabilized Soils Measurements  CR MP  3-63/5 M-72-5  S-lll M-10  Shrinkage Compensating Cement  CTIAC-29  Z-7 C-41  
Saturated  Clay  CR MP  3-132 3-428  S-100 S-14  Ship  MP C-78-2 CTIAC-27  C-25 C-41  
Gravel  MP  3-664  S-19  t1P  C-77-12  C-25  
Stress  R  3-71  CERC-17  Canal  TR  2-776  H-52  
TR  S-78-16  S-96  Channel,  Lake  Charles,  
Tests  CR CR  3-101/14 S-70-5  S-113 S-106  Louisiana Mooring  TM TR  124-1 H-75-4/2  S-56 H-62  
MP  S-72-32  S-38  Facility  TR  2-708  H-49  
MP  S-74-11  S-45  Motion Data  TR  H-75-4/3  H-62  
Compacted Soils Saturated Clays to-Normal Stress Ratio  MP CR MP  3-478/9 3-101/16 M-68-8  S-15 S-113 M-8  Transit Capacities Shipping Container SHOAL, Grouting Support  MP MP MP  H-69-10 N-70-5 6-700  H-11 il-7 r.-11  
Wave  MP  S-69-30  S-30  Shoaling  Z-11  
Velocity Shearing Characteristics of Clay Resistance  MP CR  6-746 3-4  C-12 S-109  CETA 81-12 CETA 83-1 MP 2-641  Z-12 CERC-4 CERC-4 H-8  
Sands Soil  CR \TR  3-26/9 S-74-7  S-110 S-90  MP MP  2-952 2-953  H-10 H-10  
Sheepsfoot  Roller  TM TM  3-271/6 3-27117  S-62 S-62  MP MP  H-69-13 H-72-10  H-11 H-13  
TM  3-333  S-65  MP  H-78-6/2  H-19  
Sheet Pile  R  76-1  CERC-19  
Cells  Z-6  TB  4  Z-9  
Walls  Z-6  TB  10  Z-10  
Shelbyville Dam  TR  2-719  H-50  TM TM  59 63  CERC-29 C:ERC-40  
Reservoir  MP  6-539  C-8  TM  2-403  H-41  
MP  6-588  C-9  TP  76-1  CERC-30  
MP  6-658  C-10  TP  80-8  CERC-32  
MP  6-975  C-15  TR  12  H-47  
Shelf Studies  R  3-72  CERC-17  TR  H-77-20  H-67  
Shell  Cll  1-107  W-45  Absecon  Inlet  TM  204-1  H-34  
CR  N-70-2  \1-48  Analysis  TR  H-78-5/2  1!-68  
MP  4-136  S-7  Brunswick Harbor  RR  H-75-3/3  H-29  
Aggregate  MP MP  4-38 4-81  S-5 S-6  Cattaraugus Creek Harbor  TR TR  H-72-5 H-75-18  H-58 H-63  
Road  Vibration Machine  MP  4-347  S-12  Charleston Harbor  TR  2-733  H-50  
Shellfish  TR  D-77-24/A  E-9  Conditions  
TR  D-77-30/E  E-11  St. Louis Harbor  TR  H-72-7  H-58  
Shell perm  MP  3-106  s-·r  Sawyer Bend Deepwater Point  Range  TR TM  H-78-7 2-231  H-68 H-35  

86-INDEX 
Term -~..E.ort No. Term
----... -----·----------...------
Shoaling ( Cont) Shooters Island MP 2-953 H-10 Delaware Shore City Channels MP 2-723 H-9 Effect Model TR H-75-16 H-63 River Erosion MP 1-59 CERC-36 
Entrance TM 91-1 H-30 
MR 80-2 CERC-37 TM 93-3 H-30 Processes TM3 CERC-37 Model MP 2-407 H-6 Protection Elimination TM 219-1 H-35 Manual SPM CERC-24 Galveston Structures MP 2-75 CERC-8 Bay B l/2 11-1 Retreat TP 79-4 CERC-32 Channel TM 127-1 H-32 TP 80-7 CERC-32 Head of Passes TM 2-356 H-39 Stabilization SR 9 CERC-25 Hudson River Channels TR 2-694 H-49 Structures TM 12 CERC-37 Manchester Islands TM 181-1 H-33 Shoreline Marcus Hook-Schuylkill Reach MP 2-887 H-10 Changes MR 80-6 CERC-13 Mare Island Strait TM 81-l H-30 R 33-10 CERC-23 
New Castle-Finns Point Ranges TM 2-259 H-36 R 83-11 CERC-23 Port Orford, Oregon TR H-74-4 H-60 Evolution MR 77-10 CERC-11 Raritan River TM 2-342 H-39 Fluctuations MP 3-387 S-13 Richmond (Virginia) Harbor TM 178-l H-33 Geometry MP H-77-9 H-18 Savannah Harbor TM 2-268 H-37 Plant Establishment MR 78-1 CERC-11 Southwest Pass MP 2-155 H-4 Retreat R 78-11 CERC-21 MP 2-349 H-6 Stabilization MP 6-75 CERC-8 TR 2-690 H-49 TP 76-13 CERC-30 Starved Rock Lock and Dam p 13 H-26 Short-Crested Waves TM 81 CERC-41 Umpqua River TM 2-277 H-17 TM 125 CERC-43 Verifi,.,ation MP H-78-6/1 H-19 Shot Wave::; TM 104 CERC-42 
Pile Driver MP C-69-7 C-16 Wilmington Hdrbor TM 194-l H-34 6M of DIAMOND ORE CR E-74-1 W-46 Shoals R 22-73 CERC-18 Shotcrete CR S-76-4 S-101 Shock MP 6-660/2 C-10 Absorbing Materials TR 6-763 C-35 TR C-74-5 C-38 Attenuating Material Systems CTIAC-61 c-44 Shrewsbury Inlet MP H-72-2 H-13 Behavior CR 3-91/4 S-117 Shrimp Effects MP N-71-7 W-8 Mariculture TR D-78-53 E-19 Impedance CTIAC-5 C-40 Pene'!':!.:!. Az_!._e_~~ Ives CH H-74-2 H-71 t1PC-72-10 C-20 CR H-77-1 H-71 Induced Airblast TR E-72-16 \/-37 Shrinkage of Concrete MP 6-30 C-2 Isolating Masonry Units MP 6-328 C-6 Backpacking Materials MP 6-780 C-13 SID Testing at Fort Bragg TR M-73-2 M-29 Material CR 6-83 C-46 Side Underground Structures CR 6-87 c-46 Chains CR A-77-1 M-52 Isolation MP \'1-10 Channel MP Y-74-5 E-29 t1P N-68-6 \1-7 TR M-74-5 M-30 Loaded Dry Sands CR 3-91/2 s-117 Contour Maps TR M-74-5/II M-30 t1easurements MP 1-73"3 ~1-4 Spillway B 2/4 H-1 PNE 609F ii-15 R 2-106 Z-13 TR N-77-5 H-41 Sidewall Port TR 2-713 H--49 Mitigating Filling and Emptying System MP ll-75-7 H-15 Characteristics CR 6-126 C-46 TR H-68-4 H-53 Materials MP 6-928 c-15 Sieve Analysis B 13 S-1 Pressures RR H-68-2 ll-27 MP 3-478/6 S-15 TM 59 CERC-40 TR 6-543 C-32 Propagation CR 3-171 S-117 Signal Conditioning System MP 0-70-1 MS-(1Response of Rock TR 6-802 C-35 Sigonella Foundation Soil MP S-77-13 S-51 Test MP M-77-3 M-15 Silica Fume CTIAC-47 C-43 MP M-77-9 M-15 Silo Transmission MP 2-402 \-1-2 Interaction Study MP N-75-4 W-11 TR 1-794 \-1-33 Motions TR N-74-8 Vl-39 Wave MP 2-212 W-2 Type Structures TR S-73-12 S-90 MP 1-808 w-4 Silt CR 3-26/15 S-110 TR 2-615 1-1-30 CR 3-63/6 S-112 TR N-69-3 1-1-34 CR 3-63/8 S-112 Ice and Snow, Greenland MP 2-399 1-1-2 TR 3-516/2 M-20 Interaction TM 71-17 W-26 TR D-78-34 E-17 Propagation MP 1-831 1-1-5 Curtains TR D-78-39 E-18 t1P E-75-1 W-10 Samplers B 12 S-1 Shallow Water TR N-72-9 1-1-37 Siltation in Estuaries TB 2 Z-9 Reflection TR N-74-6 W-39 

87-INDEX 
JE_m______________
Term 
Silty Sliding Block Analysis MP S-71-17/5 S-35 Clay CR 3-145/1 S-100 Slip Form MP C-74-15 C-22 CR 3-145/3 S-100 Construct ion TR C-711-3 C-38 MP S-73-25/1 S-41 Paving Method MP S-75-18 S-47 MP S-70-3/1 S-32 Slope Z-14 TM 3-271/2 S-62 TM 109 CERC-42 Sand CR 3-26/11 S-110 TR ~-777 S-84 Silvex TR M-48 Climbing Similitude B 3/1 H-1 Wheeled Vehicles MP 4-535 M-4 B 4/1 H-2 Elastic-Rim Wheels TR M-71-6 M-28 MP 1-654 W-3 Cohesionless Materials PNE 5009 W-18 MP H-74-1 H-14 Excavated in \leak Shales TR 3-699/3 S-82 MP N-71-2 H-8 Failures in Reservoirs MP ~-981 S-26 Simmons Army Airfield MP S-79-47 S-31 Map Construction TR M-77-3 M-32 TR 3-466/4 S-75 Overconsolidated Clays TR 29 S-29 Simulated Low-Yield Nuclear Protection for Earth Dams Z-1 Explosions MP N-76-l W-ll Rainfall Erosion Z-14 MP N-77-1 \~-12 in MP N-78-3 \~-13 Rock Masses TR 36 \1-29 Simulation TM '71-29 \·1-26 Soil CR S-68-6 S-101 Model MP H-76-7 H-16 Stiff-Fissured Clays CR S-68-4 S-100 Modeling MP H-75-9 H-15 Stability R 12-3 P-2 Single Wheel MP 4-757 M-5 1\nalysis MP 5-515 MS-5 Sinkage Equations TR M-70-1 M-26 MP 5-619 MS-5 Sinking Methods MP C-71-9 C-19 TM 71-4 W-25 Sioux City-to-Circular Arc Method MP K-73-2 MS-5 Hermann Reach MBM 12-1 H-22 1954 Data R 12-4 P-2 Mouth Reach MBM 12-2 H-22 1955 Data 12-6 P-2 Site 1956 Data R 12-1 P-3 Artificial Habitat Creation CR D-76-2 E-21 Problems TM 65-13 <1-20 Background Noise Signature \-ledge Method t1P K-76-3 MS-7 Data Base Development MP M-73-1 M-16 MP K-77-1 MS-7 Characterization MP M-73-3 M-ll Studies TM 3-240/8 M-17 Description, Panama Canal Zone t1P 4-909 M-7 SLOPEMAP TR M-77-3/II M-33 Dredeed Material Disposal TR D-77-5 E-6 Sludge l-1S Geology, Columbia Lock and Dam MP 3-569 S-18 Landfills Z-15 Investigations TR E-73-4 \1-38 Sluice MP H--B-1 H-13 Selection Allatoona Dam TM 214-2 H-14 Calion Lock and Dam MP 3-775 S-21 Allegheny Dam TR 2-621 H-46 Columbia Lock and Dam MP 3-518 S-17 Canton Dam TM 190-1 H-33 Ground Motion Studies TR S-71-14/l S-88 Dale Hollow Dam TM 197-1 H-34 Investigation PNE 111 W-16 Fall River Dam TM 2-2~0 H-35 TM 67-20 W-23 Fort Gibson Dam TM 2-228 H-35 Hiuh Explosive Cratering Hulah Dam TM 2-253 H-36 Experiment Tt1 67-17 W-22 Libby Dam TR H-76-21 H-65 Mine Shaft Series MP S-68-18 S-27 Outlet Study Tt1 69-6 ~1-24 Bluestone Dam TM 2-227 H-35 Siuslaw River TR 2-631 H-46 Hartwell Dam TM 2-393 H-40 Size Distribution R 11-75 CERC-19 Pine Flat Dam MP 2-75 H-4 TP 76-11 CERC-30 Pressures TR H-76-17 Il-65 Model TM 16 CERC-26 Red Rock Dam TR 2-673 ll-48 Sizing of Containment Areas \lolf Creek Dam TM 201-1 H-34 for Dredged Material TR D-77-21 E-8 Sluiced Levee TM 8-1 S-55 Skid Slump of Concrete MP C-'71-7 C-19 t-leasuring Equipment 11P S-72-28 S-37 Slurry TR 6-606 C-13 Tests MP S-76-23 S-50 TR D-73-54 E-19 Skydrol MP 4-4!33 S-16 Con sol idometer CR S-70-6 S-115 Slab TR N-69-2 rl-33 Militarv Bulk Explosive and Systems MP N-76-9 \1-12 \·1-34 Seal Surface Treatments IR S-75-1 S-3 Column Connections TR N-70-l \1-35 Type Explosives MP N-78-5 \1-13 Slag Cement MP 6-39 C-2 Small MP 6-198 C-4 Boat TR 6-445 C-31 Basin Z-11 Slaking Indexes Z-17 Z-12 Slide TR S-70-9/3 S-87 HP H-75-8 H-l'.i Gaillard Cut TR S-70-9/2 S-86 TR H-72-2/3 H-58 Gate Tests, Norfork Dam TM 2-389 H-40 No. 2, Juneau, Alaska MP 2-648 H-li Mint Springs Bayou Bridge t1P 3-504 S-16 Harbor TR ll-75-1 H-61 
u. 	s. Military Academy TR 3-591 S-78 Port Washington TR H-77-l H-66 BOY 11P 6-628 C-10 Footing Behavior TR 3-793 S-84 Craft Harbor SR 2 CERC-25 
88-INDEX  
Term------------------------ Ter.;;;m____  .Report  No.  
Small  (Cont)  Soil  (Cont)  
S'!ale Explosion Tests Smectite Clav-Lime Mixtures  MP 2-103 MP 1-689/1 CTIAC-41  1/-2 ~1-3 C-43  Capillary Systems Cement  CR MP MP  3-73/2 3-122/3 S-68-25  S-103 S-7 S-28  
SMI  Field Test  Pro6ram  MP  N-74-2  \1-10  Base  Courses  MP  4-253  S-10  
:;moothness Requirements  TR  S-77-12  S-94  Construction  MP  4-93  S-6  
Snap-Tracs  rw  4-322  M-2  Mixtures  TM  187-1  S-58  
Snell Lock  MP  6-491  C-8  Classification  TM  3-240/16  M-17  
TR  6-784  C-35  TM  3-357  S-72  
Snettisham Project Snow  MP MP  H-71-7 2-274  H-12 \-1-2  Cohesionless Soils  TR 5-625/B MP S-77-21  M-21 S-52  
MP  4-282  M-2  Compaction  TM  3-271  S-62  
MP  4-513  M-4  Conditions  Beneath Coastal  
MP  4-651  M-5  Harbors  TM  W-27  
MP  4-713  M-5  Constitutive  
MP  N-70-6  \-1.:.1  Properties  MP S-69-16  S-29  
RR  1-4  V/-19  Relations  MP 4 -980  S-26  
TM  3-414  M-1'1  Cores  MP 3-918  S-25  
TR  N-69-1  1·1-33  Density  MP S-72-1  S-36  
Tunnel SNOWBALL  MP MP  2-378 1-736  \-1-2 W-4  Design  TR M-70-14/2 TR 3-439  M-27 S-74  
MP  1-764  \1-4  TR  3-451  S-74  
t1P  1-987  \-1-G  TR  3-452  S·-74  /  
TR  l-759  \-1-32  TR  3-453  S-74  
TR  l-797  1-1-3:l  TR  3-458  S-75  
Ground  Mot ions  t1P  l-745  W-1~  TR  3-464  S-75  
So'!ial  Well-Bein~ Indl,.,ators  MP  Y-73-2  E-30  Disaggregation  CR  S-73-1  S-114  
Sod  Product ton  CR  D-75-1  E-21  Displacement  CR  3-149  S-ll6  
Sodium  Dynamic Loadings  CR  3-26  S-109  
Chl0ride  MP  6-669  C-10  and  
Silicate  CR S-69-1  S-116  S-110  
Tetraphosphate  MP  4-95  S-6  Engineering  MP  S-69-7  S-28  
Soft C1av  CR  1-89  S-100  Erosion ESSEX I  Cratering Sites  TR TR  M-77-4/4 N-76-4  M-33 U-40  
Found at ions  CR S-76-6  S-101  Fortification Material  MP  S-71-12/1  S-34  
Soils Cohesive Soils Ground  TH MP CR  3-783/F 4-767 S-76-3  t·1-24 M-6 S-102  French t1orocco Germany  TM TM TM  3-343/48 3-343/62 3-343/63  S-68 S-68 S-6!l  
CR S-76-10  S-102  Group  CR  3-150  M-37  
Soil  TR S-78-6 t1P 4-651  S-95 M-5  Embankments and Foundations Roads and Airfields  Tr1 TM  3-357/A 3-357/B  S-72 S-72  
MP  4-370  M-6  Highway Subgrades  MP  S-47  
TR  3-670  M-22  Infiltration  TR  3-781  S-84  
TR  3-688  M-22  In format ion  CR  M-39  
TR  3-729  M-24  Investigation  
TR  M-70-ll/2  M-27  Baux ippi-\o/yanoke  Revetment  R  7-1  P-1  
Soi1io  Project  MP H-76-4/2  H-16  Tennessee-Tombigbee Waterway  TM  149-1  S-57  
Soil  IR MP  S-74-'1 3-15  S-3 S-4  Layers  CR 3-145/5 MP S-73-5  S-100 S-40  
MP  5-458/1  MS-4  MP S-75-14  S-47  
MP  S-69-34  S-30  Lime  TR S-76-9  S-91  
MP S-'71-12  S-34  Literature Review  MP  S-73-24  S-41  
TM  S-56  Low  Permeability  MP  Y-74-2  E-29  
TM  3-384  S-72  Masses  MP  4-393  S-14  
TH  3-415  S-73  Mattress  TM  211-5  S-59  
TR  3-666  M-22  Measurements  MP  4-960  H-7  
TR  D-77-23/D  E-8  Mechanics  TM  S-64  
TR  M-70-14  M-2'7  Conferences  Z-1  
TH  M-'71-5  M-28  Fact  Finding Survey  TM  S-60  
Alton,  Illinois  TM  77-1  S-55  Laboratories  B  111-9  S-1  
Bearing Capacity  TH  3-632  S-80  Laboratory Equipment  I~P  3-478  S-15  
Behavior  CR S-70-2  S-105  Terms  SMIAC  S-98  
Beneath  Moduli  MP S-69-48  S-31  
Landing  ~iat:>  MP  S-71-3  S-34  Moisture  CR  4-12A  t·1-39  
Rigid  Wheel  TR S-74-·7  S-90  MP  4-117  M-2  
Bentonite Mixtures  B  13  S-1  MP  4-338  M-2  
Bordering the  Mississippi  MP  4-495  S-16  
River  TR  3-601  S-79  MP  5-711  MS-5  
Buildup  MP  4-940  M-7  MP  M-73-1  M-11  

89-INDEX 
Terr'l.___________________
Term f2£.e__ 
Soil (Cont) Soil (Cont) Moisture (Cont) Structure Interaction (Cont) MP 1-685 11-3 Content CR 4-8 M-44 TR N-70-7 W-36 MP 4-135 M-2 TR S-76-4 S-9·3 TM 3-331/3 M-18 Computer Programs MP K-75-2 MS-6 Distribution MP 3-482 M-4 Studies R 12-2 P-2 Meter CR 3-176 S-106 R 12-:> P-2 Samplers MP 4-371 M-3 Subjected to Particle Movements MP M-71-2 M-9 Freezing and Thawing TM 3-331/7 M-18 Penetration Resistance MP M-69-7 M-9 Impulse-Type Loads TR S-68-9 S-85 Permeability 8 36 S-1 Surface MP M-70-10 M-9 Pressure CR 3-101/5 S-112 System CR 3-26/22 S-111 Cell TM 210-1 S-58 Targets HP S-71-12/2 S-34 TR S-76-7 S-93 Team for Inspection of ICBM Properties MP 4-986 M-7 Facilities MP 3'-449 S-15 MP S-73-49 S-43 Terms B 15 S-1 TR 3-652 M-21 Terrain Evaluation MP M-77-8 M-15 Property Investigation for Test TM 164-1 S-57 HEST Test V MP S-68-23 S-28 Facility B 111-9 S-1 TR S-68-1 S-84 MP S-72-9 S-36 Puerto Rico and Panama CR 3-63/4 S-111 MP S-75-20 S-47 Records MP 4-338 M-2 TR 3-499 S-77 Resources TR D-77-38/E E-12 Testing, CR 3-62/1 S-115 Rock Interface on Cratering TR 2-478 w-30 MP S-71-16 S-35 Sample MP 3-813 S-22 Thailand TR 3-7':11 M-25 MP 3-978 S-26 Trafficability t1P 4-823 t1-6 TR 3-693/2 M-23 TR 5-625/C M-21 Classifications MP S-84 Classification Scheme MP 4-442 M-3 Overseas Air Bases TM 3-274 S-62 Prediction MP M-6 Sampling MP 4-949 M-7 Treatment Series Survey CR 3-156 M-41 Dust Shear Moduli MP 4-691 S-20 Control CR S-71-2 S-119 Shoaling TB 4 Z-9 Palliation CR S-68-5 S-99 Shock Tube CR 3-171/2 S-117 Palliative CR 3-174 S-119 Solidification CR 3-2 S-109 Type-Aerial Photograph Ties TM 3-343 S-66 CR 3-32 S-111 Vehicle Relations TR 3-783/F t1-24 Specimens CR S-71-4 S-107 Vibration Tests, Suffield MP S-71-9 S-34 Experiment Station CR 1-125 <1-48 Stabilization CR 3-63 S-111 Water Content MP 3-4'/8/13 S-16 CR 3-140 S-117 HP S-69-15 S-29 MP 3-122 S-7 Water.,roofers MP 4-756 S-21 MP 4-129 S-7 \laterproofing CR S-68-5 S-99 MP 4-824 S-22 TR 3-530/2 S-?7 MP S-69-9 S-29 Wet Season MP 4-447 M-3 MP S-70-11 S-32 Wheel Interface 11P M-68-6 11-(l TR 3-455 S-74 Solid Roads and Airfields MP S-74-23 S-46 Retention TR D-71)-56 E-19 Vinsol Resin TM 196-l S-58 Waste Management TR D-'77-11 E-7 Stabilizers MP S-77-15 S-51 Solitary Waves CR 2-l/10 H-74 Strain Gage IR N-73-l 11-1 TM 11 CERC-37 Strength MP 4-104 S-7 TM 33 CERC-38 MP 4-238 t1-2 Solute Concentrations TR M·-78-2 M-31 MP 4-284 M-2 Solvent Re3istant Treatments TM 3-246 S-61 MP 4-950 M-7 Sonar E4uipment CETA 82-5 CERC-4 MP M-73-1 M-11 Sondrestromfjord, Greenland liP 4-216 S-10 MP S-70-25 S-33 TM 3-343/4 S-66 TM 3-323/5 S-65 Sonic Aircraft Landing Sites IR S-70-l S-2 Pulse-Echo Technique MP C-77-11/2 C-25 Criteria MP S-70-24 S-33 Tests MP 6-196 C-4 TR 3-554 S-78 Soniscope MP b-263 C-5 Unsurfaced Forward-Area Investigation of Elmendorf Airfields MP S-70-14 S-32 Air Force Base Hospital MP 6-761 C-12 Strengthening CR S-68-5 S-99 Nondestructive Testing MP 6-806 C-13 Stress MP S-72-15 S-37 Survey, Pad 39-A, Cape Gage IR 8 1-1-1 Kennedy, Fla. MP 6-760 C-12 TR 3-803 S-84 Testing Procedures MP 6-873 C-14 Measurement CR l-105 \1-45 Tests of Concrete Ti1 6-383 C-29 Structure Interaction CR N-71-1 11-45 Ultrasonic Testing of Concrete MP 6-48 C-2 CR S-76-13 S-104 Sounding Loads Ti1 54 CERC-39 Soundness Tests of Concrete Aggregates MP 6-278 C-5 
90-INDEX  
Term  Ter_m____________  
South  Spillway (Cont)  
Ameri~a; Canal  Zone Analogs  VI  CR  3-~Q/VI  M-43  Copan  Dam  TR  H-70-9  H-56  
Atlanti~ United  States  TR  'f-78-7  E-33  Cowanesque  Dam  TR  H-76-12  H-64  
Dakota Sand  MP  6-530  C-8  Crest  MP  2-606  Il-8  
Ellenville Flood  Control  TR  ll-74-2  H-60  Desi!Sn  MP  H-73-5  H-13  
Lake Worth  Inlet,  Florida  TM  42  CERC-39  Pine Flat  Dam  TR  2-511  H-43  
San  Fr anc(t 3co  Bay  TR  D-78-57  E-20  Pressures,  Chief Joseph  Dam  MP  2-266  H-5  
Southea~t Asia;  Canal  Zone  Denison  Dam  TM  177-1  H-33  
Analogs  II  M-43  Design  for Whitney Dam  TM  2-263  H-37  
Southwest  Pass  Z-14  Detroit Darn  TM  2-260  H-36  
t1P  2-15 3  H-4  Dewey  Dam  TM  191-1  H-33  
MP  2-155  H-4  Dillon Dam  TM  2-264  H-37  
MP  2-349  H-6  and  Discharge  Channel  MP  2-403  H-6  
TR  2-494  Ii-43  Energy Losses  MP  2-642  H-8  
TR  2-690  H-49  Enid  Dam  TM  2-223  H-35  
Southwind  Maritime  Centre  MBM  86-2  ll-25  Flip Bucket,  Hartwell  Dam  TM  2-393  H-40  
Soviet  Middl@ Asia;  Yuma  Folsom Dam  TM  2-369  H-40  
Analog';  No.  5  CR  3-11/5  M-42  Fort Gibson  Darn  TM  192-1  H-34  
Space-Vehicle  Launnh  Facility  Garrison Dam  TM  2-431  H-41  
Found at ion  MP  4-557  S-17  Gate  Vibrations  on  Arkansas  
Spain  TM  3-343/  River  Dams  TR  H-71-5  H-57  
76-73  S-69  Cavins  Point Dam  TM  2-404  H-41  
TM  3-343/  Genegantslet  Dam  TM  2-351  H-39  
85-89  S-69  Great Salt Plains Dam  TM  148-1  H-32  
Spall  Velo~ity  TR  40  ~~~29  Greenup Locks and  Dam  TR  2-572  H-45  
SpanJdahlem, Germany  TM  3-~43/24  S-67  Hannibal  Locks  and  Darn  TR  2-731  H-50  
1E~r.t.!!l_e_ !!~~!:'2ii.l'?!:'~-Salt Marsh  TR  D-78-38  E-18  Hugo  Dam  TR  H-69-15  H-55  
Spe~ifi~ Gravity  MP  4-162  S-8  and  Integral  Sluices for  the  
MP  H-75-4  H-14  Canton  Dam  TM  190-1  H-33  
TM  6-419/3  C-29  John  Redmond  Dam  TR  2-611  H-46  
Specimen  Reconstitution  MP S-76-5  S-48  Kaw  Dam  TR  H-70-14  H-57  
Spectroptwto,nete r  MP  4-547  M-4  Kaysinger  Bluff Dam  TR  2-809  H-53  
MP  C-70-5  C-17  and  Lock  
Spectrum Analyses  R  6-74  CERC-19  Approach  
Sphere  CR  3-26/19  S-110  Demopolis Lock and  Dam  Tt~  2-252  H-36  
TM  68-ll  IJ-23  Jim Woodruff  Dam  TM  2-340  H-39  
TR  H-68-2  H-53  Emergency Gate,  Barkley  
TR  M-70-9  M-26  Lo~k and  Dam  TR  2-689  H-48  
Spillway  B  1/3  H-l  Lock and  Dam 26,  Mississippi  
B  2/4  H-1  River  TR H-73-15  H-60  
CR  H-71-1  H-71  Markland  Locks  and  Darn  TR  2-566  H-44  
MP  2-206  H-5  McGee  Bend  Dam  MP  2-264  H-5  
MP  2-587  ll-8  Millers Ferry Lock and  Dam  TR  2-643  H-47  
RR  H-70-1  H-27  Models  B  2/4  H-1  
TR  2-575  H-45  Modifications,  Miraflores  Dam  TR  2-667  H-48  
TR  H-73-7  H-59  and  Navigation Conditions,  
TR  H-78-21  H-69  Holt  Lock and  Dam  TR  2-745  H-51  
Aliceville Lock and  Dam  TR  H-74-10  H-61  New  
Allatoona Darn  TM  214-1  H-34  Cumberland  
Alum  Creek  Dam  TR  H-70-4  H-56  Dam  TM  2-386  H-40  
1\mi stad  Dam  TR  2-653  li-47  TR  2-585  H-46  
Apron ·:>f  the  Posc;um Kin(;dom  Lock and  Dam  No.  1,  St.  
Darn  TM  111-3  H-31  Lucie Canal  TM  153-1  H-32  
Belleville  Locks and  Dam  TR  2-687  H-48  Oahe  Dam  TR  2-657  H-47  
l:lel ton  Dam  TM  2-363  H-39  Oakley Dam  TR  H-70-13  H-57  
Benbrook  Dam  TM  2-269  H-37  Osceola Dam  TM  2-?61  H-36  
Berlin  Dam  TM  193-1  H-34  and  Outlet Works  MP  2-234  H-5  
Big  Bend  Dam  TR  2-605  H-46  East  Branch Reservoir  TM  2-325  H-38  
Buclcet  CR  2-116  H-72  Fort  Randall  Dam  TR  2-528  H-44  
MP  2-625  H-8  Rowlesburg  Dam  TR  H-70-7  H'-56  
TM  2-239/A  H-36  Tacks  Island  Dam  TR  H-70-10  H-56  
Burnsville Dam  TR  H-75-5  H-62  Townshend  Dam  TR  2-498  H-43  
Cannelton Locks  and  Dam  TR  2-710  H-49  Philpott Dam  TM  2-321  H-38  
Center Hill  Dam  TM  202-1  H-34  Proctor  Dam  TR  2-645  H-47  
Cheatham  Lock and  Darn  TM  2-381  H-40  Raystown  Reservoir  TR  H-70-15  H-57  
Clarence  Cannon  Reservoir  TR H-71-7  H-57  and  Regulating  Sluices for  
Columbus  Lock  and  Dam  TR  H-74-13  ll-61  Wolf Creek Dam  TM  201-1  H-34  
and  Conduits  Rend  Lake  Reservoir  TR H-69-7  H-54  
Pine Flat Dam  m  2-375  H-40  Santee  River  Dam  TM  168-1  H-33  
Table  Rock  Dam  TR  2-504  H-43  Sardis Dam  TM  132-1  H-32  
TM  132-2  H-32  

91-INDEX 
~e____
Term 
Term----------------~.::~.!!.~!-
Spillway (Cont) Stabilization (Cont) Savage River Dam TM 2-378 H-40 Earth CR 3-137 S-105 and Sluices CR 3-139 S-118 Allegheny Dam TR 2-621 H-46 CR 3-141 S-10:'l Conemaugh Dam TM 2-272 H-37 Missile Launching Sites MP S-71-19 S-15 Fort Gibson Dam TM 2-228 H-35 Shifting Sand MP 4-968 S-26 Red Rock Dam TR 2-673 H-48 Soil CR 3-138 S-116 St. Lucie Canal p 14 H-26 IR S-74-3 S-3 Stewarts Ferry Dam TM 2-239 H-36 TR 6-706 C-34 and Stilling Basin Cement and Lime MP 4-728 S-21 Arkabutla Dam TM 169-1 H-33 Military Mobility CR 3-73 S-101 Columbia Dam TR 2-578 H-45 Processes CR 3-140 S-117 Harlan County Dam TM 2-236 H-35 Sulfur CR 3-144 S-116 Jackson Dam TR 2-531 H-44 Stabilized John Martin (Caddoa) Dam TM 166-1 H-33 Clayey Silt CR 3-63/6 S-112 Keystone Dam TR 2-555 H-44 CR 3-63/8 S-112 Maxwell and Opekiska Locks Layers in Flexible Pavement and Dams TR 2-579 H-45 Systems MP S-73-69 S-44 Pike Island Locks and Dam TR 2-586 H-46 Soil CR 3-63 S-111 Possum Kingdom Dam TM 111-1 H-31 and Stockton Dam TR 2-683 H-48 S-112 Structure for Central and CR 3-145 S-100 Southern Florida WaterMP S-77-14 S-51 Control Project TR 2-633 H-47 Stabilizers for Bank Protection !NV 1 Z-5 Tainter Gates MP H-72-7 H-13 Stage-Discharge Relations TR 6 Z-8 Toe Curve CR H-68-1 H-72 Stainless Steel Wires TR b-6l'l/2 C-34 Typical Low-Head Navigation Stains from Mortar and Concrete CTIAC-7 C-40 Dam, Arkansas River TR 2-655 H-47 MP C-68-8 C-16 Vibration CR H-70 Standard Ozark Lock and Dam TR H-77-6 H-66 Effort Compaction Tests MP S-77-4 S-50 Wappapello Dam TM 146-1 H-32 Elutriate Test TR D-77-3 E-6 Water-Surface Profiles MP H-73-4 H-13 Penetration Tests RR S-76-2/1 S-54 West Point Dam TR 2-815 H-53 RR S-76-2/2 S-54 Spilsby, Lincolnshire, England TM 3-343/111 S-70 Starved Rock Lock and Dam MP C-75-9 C-23 Spline Interpolation Methods MP 0-71-2 MS-8 MP C-'78-12 C-26 Spoil p 13 H-26 Areas B 2/1 H-1 State Fairgrounds Pumping Plant, Bank Locations MP 2-143 H-4 Louisville, Kentucky TM 2-367 H-40 Spokane River Valley MP 3-64 S-6 Static Spray-Wall Pressures B 3/1 H-1 and Spread Footings CR 3-74 S-107 Airblast Overpressures MP N-68-4 W-7 Squeeze Test MP 4-350 M-2 Dynamic SRI-RMG-2C4 Grout CT IAC-56 C-44 Analysis of Earth Slopes MP S-78-13 S-53 STA-POD Stability Tests MP H-74-7 H-14 Soil Stress Measurement CR 1-105 \1-45 Stability MP S-77-10 S-51 Load CR N-69-1 H-45 TR M-78-3 M-33 Testing of Foundation Piles TR S-b9-10/2 S-86 Analysis, Table Rock Dam MP 3-544 S-17 Loading CR 1-147 W-48 Beach Fill Material TM 16 CERC-26 MP N-68-5 \1-7 Brandon Road Lock and Dam MP C-78-18 C-26 MP S-77-20 S-51 Crater Slopes MP 3-662 S-19 TR N-69-2 \j-33 MP S-68-3 S-27 RR S-76-2/6 S-5~ MP S-68-8 S-27 Shallow-Buried 11odel MP S-72-2 S-36 Cylinders TR N-78-8 11-42 PNE 234F W-14 TR N-78-9 W-42 Cratered Slopes CR 3-75 s-105 Test TR 3-699/2 S-82 Closure Analysis TR N-70-3 11-35 TR 3-699/6 S-82 Hardened Shallow-Buried Earth Masses TR S-76-11 S-93 Structure TR N-78-7 W-42 Embankments CR S-76-6 S-101 Plain Concrete MP 6-609 C-9 Rubble-Mound Breakwater MP H-76-8 H-16 Reinforced Concrete Slopes PNE 5009 W-18 Beams TR 6-818 C-36 TR 3-777 S-84 Deep Beams TR 1-676 11-31 Tests MP H-74-7 H-14 Steel Pile Connectors MP C-74-13 C-22 Nawiliwili Breakwater Repair MP H-78-4 H-19 and Vibratory Load Testing TR S-69-10/l S-86 Stabilization Statistical Chemical Methods CR 3-2 S-109 Analysis Dunes MP 9-75 CERC-9 Obstacle-Vehicle-Speed Systems TR M-68-l/4 M-25 Reinforced Concrete Beam-Column MP N-78-7 W-13 
92-INDEX  
Ter~--------------- Ter.m  
Statistical (Cant)  Stilling (Cant)  
Terrain-Vehicle-Speed  Basin  (Cant)  
Systems  TR  M-68-1/3  M-25  Huntington Reservoir  Spill- 
Definitions  MP  2-250  W-2  way  MP  2-876  H-10  
Methods for  the Concrete  Jackson Dam  TR  2-531  H-'14  
Laboratory  MP  6-'11  C-2  John  Martin  (Caddoa)  Dam  TM  166-1  H-33  
Model  MP  H-69-12  H-11  Keystone Dam  TR  2-555  H-44  
Quality Control  Z-16  Kinzua  Dam  CTIAC-67  C-'15  
Stavanger-Sola Airport  TM  3-3'13/55  S-68  Locks and  Dams  Nos.  5 and  7  TR  2-655/A  H-47  
Steady  Maxwell  and  Opekiska Locks  
Flow Profiles  MBM  23-2  H-23  and  Dams  TR  2-579  H-'15  
Tests,  Cumberland  River  MBM  23-l  H-23  Narrows  Dam  TM  209-1  H-34  
Nonuniform Current  MP  H-7'1-11  H-1'1  Pike  Island  Locks  and  Dam  TR  2-586  H-46  
Steel  Possum Kingdom  Dam  TM  111-1  H-31  
Fiber-Reinforced  Concrete  TM  111-2  H-31  
Stru~ture  MP  C-74-ll  C-22  Tallahala Dam  TR  H-73-5  H-59  
Fibrous Concrete  TR  S-74-12  S-91  Texarkana Dam  TM  2-346  H-39  
Frame Structure  TR  N-75-2  W-40  Wall  Pressures  TR  H-76-17  H-65  
Land in.s  Mat  TR  3-461  S-75  Warrior Dam  TR  2-485  H-42  
MP S-70-9  S-32  Well  TR  2-620  H-46  
Membranes  MP  S-68-20  S-28  Design  TP  '77-2  CERC-31  
Pierced  Plank Mat  TM  S-58  Stockton Dam  TR  2-683  H-48  
Pile Connectors  MP  C-74-13  C-22  TR  H-77-8  H-66  
Piling  TM  27  CERC-27  Stone  MP  H-75-4  H-14  
Reinfordng  Bars  MP  1-837  \i-5  Protection Work  MP  6-'180  C-7  
Sheet  Stonewall  Jackson  Dam  CTIAC-66  C-45  
Pile Groins  TM  10  CERC-37  Stop  
Piling  TM  12  CERC-37  Logs  Z-5  
Tunnel  Supports  MP  C-70-13  C-18  Terrain Factor Complexes  TR  M-70-7/I  M-26  
TR  C-73-2  C-37  Storage Areas  MP  S-69-11  S-29  
Stem  MP  6-729  C-12  Storageability  TR  3-515  S-77  
PNE  61<iF  11-15  Storm  MBM  '12-1  H-24  
TR .'1-70-9  M-26  TR  D-77-22  E-8  
Acces~; '-!ole  MP 6-925  C-15  Beaches  R  79-2  CERC-21  
PNE  510  ~1-15  Drain Outlets  RR  H-70-2  H-27  
Design  MP  6-660/2  C-10  RR  H-71-1  H-28  
PNE  501F  W-1'1  Drainage Outfalls  TR  2-620  H-'16  
PNE  501P  H-14  Studies  TM  MS-10  
TM  66-12  W-21  Surge  TM  35  CERC-28  
Field  Cratering Tests  MP  6-805  C-13  TR  76-3  CERC-34  
Stemming  TR  H-77-17  H-67  
Effects  for  HE  Chare~.es  MP  2-192  W-2  Analysis  MP  H-76-3/  
High-Explosive Cratering  MP  N-72-6  \i-8  17/8  H-15  
Load  Measurements  MP  C-7:i-1  C-22  Model  TB  21  Z-11  
Under~round Explosions  TR  2-1138  \·/-30  MP  H-78-5  H-19  
Step Load Moving Stevens Institute of Technolo~y  CH MP  S-68-1/'1 H-70-7  S-118 H-12  Washover  Deposits  TH TM  50 61  CERC-28 Cl::llC-29  
Stewarts Ferry Dam  Tl1  2-239  H-36  Waves  MP  1-59  CERC-36  
Stiffness Methods  Z-6  Strain  
Stilling  Capacity  
Basin  B  2/4  H-1  Clarence Cannon  Dam  MP  C-73-5  C-21  
MP  2-77  H-4  Trumbull  Pond  Dam  MP  C-72-20  C-20  
Tt1  10§-1  H-31  Concrete  MP  C-71-6  C-19  
TM  2-338/1  H-39  Device  CR  3-101/12  S-113  
Arkabutla Dam  TM  169-1  H-33  Gage  TR  6-811/2  C-36  
Bayou  Hardening Soil  CR  3-129/5  S-11'1  
UOdcau  Dam  TM  S-62  Meter  MP  C-72-3  C-19  
des  Glaises Drainage  MP  C-74-9  C-22  
Culvert  TM  147-1  H-32  TR  6-a 11  C-36  
Buford  Dam  TM  2-350  H-39  Sensitive Cable Sensor  TR  M-73-6  M-29  
Bull  Shoals  Dam  TM  2-234  H-35  Shear  
TR  2-488  H-'13  Device  CR  3-101/10  .:>-113  
Clinton and  Fort Scott  Dams  TR  H-73-6  H-59  Tests  CR  3-101/15  S-113  
Columbia  Dam  TR  2-578  H-45  Simulation  CH  S-76-13  S-10'1  
Delaware  Dam  TM  205-1  H-34  Stratified  
Desl&ns  MP  H-69-1  H-11  Impoundment  MP  H-78-1  H-18  
East  Barre  Dam  MP  2-293  H-5  Lake Conditions  MP  H-76-3/  
Fort Gibson  Darn  TM  2-228  H-35  17-9  H-16  
Harlan  County  Dam  TM  2-236  H-35  Media  TR  M-72-4  M-29  
Reservoirs  RR  H-72-3  H-28  
TR  H-69-10  H-55  

93-INDEX 
Term Report No. Term 
Stratigraphic-Sedimentological Stress (Cont) Investigation MP 3-675 S-19 Strain ( Cont) Streambank Clay Shale MP S-73-68 S-44 Erosion Control Evaluation Distribution CR 1-107 li-45 and Demonstration Z-3 TR S-73-4 S-89 thru One-Dimensional Compression CR S-71-4 S-107 Z-6 Relations MP 4-390 S-13 IR H-77-1 H-3 MP 1-831 li-5 Protection Methods TR H-77-9 H-66 Soils CR 3-129 S-113 Strength Time Behavior of Soil CR 3-26/17 S-110 Behavior Triaxial Tests MP S-71-9 S-34 Atchafalaya Levee Two-Layer System MP 4-102 S-6 Foundation Soils CR S-70-3 S-101 Strength Behavior of Stabilized Clay CR 3-3 S-106 Clayey Silt CR 3-63/8 S-112 CR 3-101/8 S-113 Soil CR 3-63/3 S-111 Shales TR S-70-9/3 S-87 CR 3-63/9 S-112 Compacted Clays CR 3-42 S-106 CR 3-63/10 S-112 Concrete MP C-72-16 C-20 System on the Behavior of Moisture-Density Relations TR 3-639 M-21 Saturated Clays CR 3-101/1/II S-112 Rock Fill TR 3-78-1 S-94 Under Moving Vehicles MP 4/230 M-2 Stabilized Soils CR 3-63/2 S-111 TR 3/545 M-20 CR 3-63/3 S-111 Uniform Circular Loads TM 3-323/3 S-65 CR 3-63/5 S-111 Unyielding Surface MP 4/469 M-4 Surface Materials MP M-70-2 M-9 Vehicle Reliability Model TR M-74-3 M-30 Tests CR 3-133 S-100 Wave Undisturbed Sands CR S-75-4/ S-102 Propagation Suppl Complex Solid Rods CR 2-61 11-47 TR S-78-9 S-95 Jointed Roek Mass TR N-73-7 V/-39 TR S-73-10 S-95 Layer Elastic Cylinders CR 2-59 V/-47 Stress Soil-Filled Cylindrical Analysis of Brandon Road Lock Shell CR N-70-2 1/-48 and Dam MP C-78-18 C-26 Yielding Soils MP 4-463 M-4 Conditions TR C-75-4 C-38 Stressed Reinforced Concrete Corrosion CTIAC-64 C-45 Beams MP 6-159 C-3 Deflection TR S-71-17I S-88 Strong Motion Earthquake Records MP S-73-1/8 S-39 III and MP S-73/1/9 S-39 S-89 Stronger Concrete MP 6-851 C-14 Deformation of Compacted Clays CR 3-42 S-106 Structural and Displacement Analysis MP N-75/8 11-11 Elastic Media MP M-70-6 M-9 Design Layered Systems MP M-69-8 M-9 Flexible Airport Pavements TR S-75-17 S-92 Relations MP M-68-6 M-8 Pavements Z-16 Three-Layer Pavement System CR 4-12 S-103 Engineering Z-6 Distributing Efficiency MP 4-84 S-6 TR K-73-1 MS-11 Distribution Theory of Soils TR S-77-10 S-94 Layers Environments MP S-76-1'7 S-49 Flexible Pavement MP S-73-26 S-41 Gage Z-15 Pavement Systems TR S-74-8 S-90 IR-8 H-1 Response CR N-77-2 11-48 MP S-73-37 S-42 Supporting Layers MP S-71-24 S-35 TR 1-801 li-33 Vibrations CR H-71-1 H-71 TR 1-814 li-33 MP N-77-6 V/-13 Measurement MP S-77-22 S-52 Structure CETA 78-1 CERC-2 TR N-70-14 W-36 MP 5-64 CERC-7 TR N-71-3 H-36 MP 4-983 S-26 TR N-72-2 li-37 MP C-7'7-11 C-25 TR N-73-4 \/-38 MR 76-4 Cl::RC-10 TR N-74-3 V/-39 Artie Environment TR 1-649 li-31 Meter MP 5-36 MS-4 Beach Erosion Control TR H-77-15 H-67 and t1overnents Fallout Protection TR N-78-1 \·/-41 Birch Dam CR S-76-2 S-101 Foundation Design MP S-51 Earth and Rockfill Dams CR S-72-2 S-101 Instrumentation MP 4-932 S-25 Ratio MP M-68-8 M-8 PNE 1106 1/-16 Shear Strength of Saturated PNE 1116 V/-17 Clay CR 3-132 S-100 Medium Interaction TR N-78-3 W-42 Shearing Resistance in Soil TR S-74-7 S-90 Subjected to Dynamic Loads MP N-77-3 11-12 Strain CR 3-91 S-117 TR N-76-9 \/-40 TR 6-764 C-35 Test MP N-75-7 W-11 Behavior of Saturated TR N-77-2 W-41 Clay CR 3-101/1/I S/112 Theaters of Operations TR C-78-1 C-39 Soil CR 3-26/6 S-110 STRUPUT MP K-77-3 MS-7 
94-INDEX 
Term Term Reeort No. 

Study Tour, England, France, 
Russia, and Japan Sturgate, Lincolnshire, England Stuttgart Airport Styrofoam Plastic Subaqueous 
Borrow Pits 
Disposal Areas 

Subartic Regions Snow 
Subbottom Profiling Surveying Systems 
Subgrade 
Compaction 
Elasti~ l~odule 
Preparation Stabilization Sub-levees in the Control of Seepa;se 
Submarine Topography 
Submer.sed Rocks Sills in the St. Clair River 
Submergence 
Subseismi~ 
Distributed Pressures Impulsive Pressure Substrate of a Dredged Material Marsh 
Selective Properties of Atlantic Coastal Salt Marsh Plants 
Subsurface Boring Logs Cavities Dratnage 
Effect~ Measurenents 
Exploration 
Alluvial Terrain 
Explosions 

Fracture Zones 
Investigation 
Nuclear Explosions 
Sensors 

Subterrene Suck Bend Reach, Cattahoochee River 
Suction 
Head, Dredge Jadwin 
Heave of Expansive Soils 
Tests 
Triaxial Compression Test 

MP TM 3-343/108 TM 3-343/33 CR 6-126 
TR D-77-5 CR D-74-8 TR D-77-22 
MP 4-713 TM 3-414/4 
MP S-69-32 TR S-70-1 
MP MP S-70-19 TM 3-2'71/4 
MP 4-47 MP 3-798 
TM 101-1 TM 101-2 TM 19 
MP 	2-265 
p 16 TR H-72-4 R 78-7 
CR 2-48 CR 2-47 
TH 	D-77-23/ F/II 
TR 	D-77-28 
MP MP MP S-68-28 MP S-69-26 PNE 515 
MP MP S-73-20 MP S-73-'!6 MP S·-7'-62 TR S-73-10/1 TR S-73/11/1 MP S-77-24 CR S-77-2 TH 40 MP 3-869 MP S-68-5 TM 71-29 TR N-72-5 MP E-74-5 
TR 	H-78-10 
TM 2-232 MP S-73-17 TR S-77-7 MP S-74-19 S-51 S-70 S-67 C-46 
E-6 
E-25 
1::-8 
M-5 
M-19 
S-30 S-86 Z-17 Z-18 S-47 S-33 S-62 Z-15 
S-5 
S-22 
S-56 S-56 CERC-37 
ll-5 H-26 H-58 CERC-20 
11-47 
\~-47 
E-9 
E-10 
S-48 S-51 S-28 S-30 V/-15 
Z-1 
S-49 S-41 S-42 S-43 S-90 S-90 S-52 S-119 \-1-29 S-23 S-27 1-1-26 1-1-37 
1-/-10 
H-68 
H-35 S-41 S-94 S-45 
Suffield Experiment Station 	CR 1-125 W-48 
Sulfate Attack MP C-69-8 C-16 Content MP C-68-7 C-16 Ion MP 6-354 C-6 
Resistance Concrete t1P 6-922 C-15 TR 6-569 C-32 Portland Cement MP 6-290 C-6 Soundness MP C-69-8 C-16 Sulfur CR 3-144 S-116 
Bacteria Action 	CTIAC-28 C-41 MP C-77-9 C-25 MP C-78-14 C-26 
Silica Capping Compound 	MP 6-943 C-15 
SULKY 	MP 3-703 S-20 MP 3-894 S-24 PNE 713F W-15 PNE 719F W-15 PNE 720F W-16 TM 66-19 \/-22 
Craters 	TM 65-4/A W-20 
Sulphur Dust Palliative CR S-69-1 S-116 River TR 3-798 S-84 
Summersville Dam 	MP 2-988 H-10 
TR H-71-6 H-57 Sump TM S-61 SUN BEAM MP 6-628 C-10 Supercritical Flow MP H-76-19 H-17 
R 2-100 Z-13 
R 1-109 Z-13 Superseismic Pressures CR 2-51 W-47 Surf 
Observations 	R 1-68 CEHG-16 R 78-1 CERC-20 TM 58 CERC-29 
Statistics TM 108 CERG-42 Zone CETA 80-1 GERG-2 TM 32 GERG-38 Currents MR 82-7 CERG-14 Surface 
Current Hydraulic Models MP 5-214 MS-4 Pattern Mosaics TR H-75-4/5 
/B ll-62 Geology TM 65-3 V/-20 Geometry TR 5-625/E M-21 TR 3-726/III M-23 TR 3-783/C M-24 Gravity Waves MP H-74-11 H-14 
and Ground Water TR 3-727 M-24 Loading CR S-76-3 S-102 CR S-76-10 S-102 Microgeometry IR 6 M-1 
Mining MP M-76-2 M-13 MP M-76-4 M-13 Motion Measurements PNE 506F W-14 
PNE 513 ·w-15 Soils MP 4-447 M-3 Treatments IR S-75-1 S-3 
MP M-78-3 M-16 Underwater Explosions TR 2-615 W-30 Vibrators CR S-68-2 S-103 Water Bodies CR 3-78 M-35 Wave 
Experiments TR N-70-5 W-35 Multiple Explosions TR N-72-3 W-37 Explosions in Deep Water TR 1-647 W-30 Rays TM 17 GERC-26 

95-INDEX 
~-e___ _
Term
----------------Ter.!'!.-------------------------
Surfacing TR S-74-2 . S-90 T10 Materials MP S-69-10 S-29 Dust-Alleviation-Type Steel Requirements for-ContainerLanding Mat TR 1-812 S-84 Handling Vehicles MP S-72-34 S-38 Steel Airplane Landing Mat Surge TP 77-13 CERC-31 (Modified M8) Til 3-507 S-77 TR 2-489 H-43 T11 Monterey Harbor CR 2-136 H-73 Aluminum Til H-68-9 H-54 Airplane Landing Mat TR 3-634 S-80 Surging Basin R 80-2 CERC-22 Landing Mat MP 4-221 S-10 Surrey, England TM 3-343/110 S-70 TR 3-679 S-81 Survey Landing Mat MP 3-798 S-22 Guide for Maid-Miles System MP M-78-6 M-16 MP S 69-17 S-29 Potential Med ic.al and VeteriMP S-7CJ-23 S-SO nary Diseases MP D-78-1 E-4 TR 1-b14/B S-80 Surveying Syst~ms for Dam T12 Plastic Airplane Landing Mat TR 1-563 S-7tl Alignment MP 0-73-12 MS-8 TR 3-820 S-84 Survivability Analysis CR N-75-1 \4-49 T13 Plasti~ Airplane Landing Mat TR 3-677 S-81 Suspended T14 Plasti~ Airplane Landing Mat TR 3-800 S-84 Dredged Material TR ll-78-29 E-17 T15 Mernllrane Runway MP 4-565 S-18 Haterial TR D-78-21 E-16 T16 Membrane TR S-75-2 S-91 Particles TR M-78-2 H-33 T17 Membrane MP 4-855 S-21 Sediment R 13-73 CERC-18 MP S-68-10 S-27 R 14-73 CERC-18 TR 1-772 S-34 TM 34 CERC-38 Surfacing MP 4-722 S-20 TM 11:i CERC-43 MP 4-882 S-24 TP 76-20 CERC-31 TR S-63-3 S-85 TP 77-3 CERC-31 TAA-2A TP 77-5 CERC-31 Radar Si.te MP 4-878 S-23 Soils MR 76-1 CERC-10 Vero Beach MP 4-983 S-26 Solids CETA 81-6 CERC-3 TAA-3 Merritt Island MP 4-983 S-2b Susquehanna River Basin TR H-76-5 H-64 Table Rock Dam t1P 3-544 S-17 Sutton Reservoir MP 6-123/8 C-3 TR 2-504 H-43 Swamp Fox TR 3-609 M-20 Taconite H<>rllor ™2-405 H-lj1 MP 4-556 M-4 Tactical Swedish Slip Circle Method MP 5-515 MS-5 Bridge Approach Roads TR S-77-1 S-94 Swell Behavior MP S-77-13 S-51 Gaps TR M-'70-12 M-27 Swellhead Effect MP 2-468 H-7 Structural Swelling Foundation Soils TR S-78-7 S-95 Targets MP N-78-5 \-1-13 Swept~Frequency Radar TR M-72-4 M-29 Vehicles TR M-76-3 M-.31 Swiftsure Towhead TM 110-1 H-31 Trucks MP t1-78-10 M-16 Symmetrical Systems MP H-76-13 H-17 TACV Symposium '· Excursion MP M-78-9 H-16 Channel Stabilizat'ion Problems TR Z-7 Study MP M-78-10 M-16 Design, Testing, and Deploy-Tailwaters Z-2 ment of Unattended Ground Tainter Sensors HP M-12 Gate CR K-7b-1 MS-12 Detection of Subsurface MP H-72-7 H-13 Cavities MP S-51 t1P K-73-1 MS-7 Nondestructive Test and Cheatham Lock and Dam TM 2-381 H-40 Evaluation of Airport Norfork Dam TM 2-38'( H-40 Pavement MP S-48 Valve Synthalogous ~lc Nary Environments TR M-70-13 M-27 Dam T/1 2-282 H-37 Theaters of Operation TR M-70-7 H-26 Lock TR 2-552 H--44 Synthetic New Lock No. 19, Mississippi Products MP C-72-5 C-19 River TR 2-537 H-44 Soils MP M-71-5 M-10 Taiwan TR 2-640 H-47 System Tallahala Analysis CR 4-96/I 1~-41 Creek Lake, Mississippi TR H-78-1 H-67 Implementation CR 4-96/II M-41 Dam TR H-73-5 H-59 Survivability Analysis CR N-75-1 \1-48 Tampa International Airport MP S-72-44 S-38 Tank MP M-77-3 M-15 MP M-77-9 M-35 TR M-70-10 M-26 T7 Magnesium Landing Mat TR 3-461 S-75 Defender Intervisibility MP M-76-5 M-14 T8 Magnesium Landing Mat MP 4-221 S-10 TRAP TR 17 w-28 TR 3-574 S-78 Tanker Terminal t1P H-76-4/1 H-16 MP H-76-4/3 H-16 
96-INDEX 
Term Term
--------·-··---------------·-----
Tanker Terminal (Cant) MP H-76-20/2 H-17 TENPLT (Tensor Graphics Code) MP E-74-1 W-10 MP ll-76-20/3 H-17 Tens<Js River MP Y-78-1 F;-30 MP H-76-20/4 H-17 TR H-69-13 H-55 Tar Tensile l:lind ing Agent MP 4-245 S-10 Compressive Strength Paving Mixtures MP S-71-8 S-34 Concrete TR C-74-1 C-38 Rubber Lean Mass Concrete TR C-74-2 C-38 Blenda MP 4-79 S-6 Crack Exposure Tests CTIAC-59 C-44 Concrete Pavements TM 3-420 S-73 TM 6-412 C-29 Pavernent Overlays TM 3-377 S-72 Strains CR S-71-11 S-107 MP S-74-25 S-46 Strength MP C-69-5 C-16 Pavi.nl\, llornee>tead Air Forr.e Testing Ba:Je r~P 4-142 S-8 Compacted Soils t~P S-74-10 S-45 Test Section TM 3-372 S-72 Soils MP S-73-24 S-41 Target MP M-76-13 11-14 Tension TR 1-770 \i-32 Tests MP S-77-1 S-50 TR S-78-14 S-95 Zones in Embankments CR S-70-7 S-106 TR S-75-9/2 S-91 Tensor Graphics Code MP E-74-1 W-10 Cla::ssifiers TR M~76-7 M-32 Terceira, Azores TM 3-343/17 S-67 Response Studies TR N-78-5/11 W-42 Termina-l Island TM 2-237 H-36 Tatum Dome MP 3-509 S-17 Sewage Treatment Plant Outfall TR H-78-23 H-69 TR 6-614 C-34 Terra-Tires MP 4-942 M-7 Tau, Ameri~an Samoa TR H-'711-16 ll-61 Terrain CR 3-33 M-36 Taylor Shale TR S-71-5/3 S-87 CR 3-34 11-40 Taylorsville Lake TR H-75-12 H-63 MP M-73-14 M-11 Tet::!hni(!al MP M-74-8 M-12 Information Reports IR 0-74-1 MS-3 MP M-76-20 M-14 Report P•·epara t ion Z-2 HP M-77-11 ~~-5 T!.!chnolo<,y Transfer Sy::stem CR D-77-1 E-25 MP S-77-24 S-52 Tectonir.s MP S-73-115 S-39 PSTIAC-4 M-34 Telernetering TR 3-609 M-20 Hydrologic Data MP 5-193 11S-4 TR 3-790 M-25 Sy3tem 8 65-1 MS-1 TR M-70-4 M-26 Telemetry TR M-73-3 M-29 Current Velocity B 62-1 MS-1 TR M-74-1 M-29 Soil-MoL>ture and Weather TR M-74-4 M-30 Variables MP 5-711 MS-5 TR M-77-2/2 M-32 Tempelhof Air Base TM 3-343/28 S-67 TR M-78-1 M-33 Temperate Analogs CR 3-25 M-44 Climate Theater TR H-70-1/II M-26 TR 3-506 S-77 Soils 11P '1-961 M-7 Analysis CR 4-86 M-45 TR 3-732 H-24 MP M-12 Zone Storageability TR 3-515/1 S-77 MP ~-822 M-6 Temperature CR H-77-1 H-71 ·Electromagnetic Means MP 4-791 M-6 CTIAC-24 C-41 TR 3-693 M-22 MP C-77-3 C-24 Gamma CR 4-100 M-41 MP ll-75-10 H-15 Radar CR 4-96 M-41 Analysis TR H-78-1 H-67 Barriers Til 17 \i-28 Changes During Undrained Tests CR 3-134 S-100 Characteristics CR 3-56 M-40 Control Study CTIAC-62 C-44 Data Acquisition Study MP M-75-9 M-13 MP C-77-8 C-25 Gator Mine MP M-77-13 M-15 Martins Fork Dam t1P C-'77-7 C-24 Comparisons CR 3-57 M-40 Ri.:;e Constraints HP 11-76-3 M-13 Mass Concrete HP 6-123/15 C-3 Data HP S-77-17 S-51 Trumbull Por.d Dam MP C-72-20 C-20 TR M-76-5/ Si1rimp CR ll-74-2 ll-71 A-D 11-31 CR H-77-1 H-71 Description MP M-75-4 M-13 Tennessee MP M-76-11 M-14 River and Tributaries, 1950 Fort Leonard Vlood CR 3-64 M-37 and 1948 Floods MBM 13-1 H-22 Descriptive Tornbigbee Systems for Mobility Canal Section Spillways TR H-78-21 H-69 Analysis MP 4-652 M-5 Waterway MP C-77-8 C-25 Techniques CR 3-94 M-45 TM 149-1 S-57 Evaluation MP 3-592 M-4 TR 11-76-18 ll-65 MP 3-861 S-23 TR H-78-9 H-68 MP M-77-8 H-15 TR H-78-19 H-69 TR 3-588 S-78 Valley Authority MP 5-458 MS-4 Factor Fly Ash TR 6-541 C-31 Complexes TR M-70-7 M-26 Family Maps TR 3-726/VIII M-23 Features TR 3-726/VI M-23 
97-INDEX  
Term  _Report  No.  ·  ~  Term________________  
Terrain  (Cont)  Thermal  
Geometries  CR  3-33  M-36  Analysis  MP  E-73-2  \1-9  
Ground  Mobility  TR  3-726  M-23  Expansion  
TR  M-70-6  M-26  Aggregates  B  34  C-1  
Mobility Purposes  MP  4-444  M-3  Concrete  MP  6-108  C-2  
Information  TR  M-77-2  M-32  Methods  MP  S-70-27  S-33  
Materials  TR  M-73-4  M-29  Soil Stabilization  CR  3-140  S-117  
Microgeometry  TR  3-612  S-79  Stabilization of Soils  TR  6-706  C-34  
Profiles  CR  3-155  M-36  Studies  
Reconnaissance  MP  4-630  M-5  IIEMSS  Cylindrical Test  Beds  CTIAC-56  C-44  
Study  Lock  and  Dam  No.  2  CTIAC-55  C-44  
Fort Greely  CR  3-22  f1-44  Thermally Stratified Lake  
Panama Canal Zone Yuma Test Station  CR CR  3-18 3-14  M-38 M-39  Conditions  MP  H-76-3/ 11-9  ll-16  
Surface Obstacles  CR  3-120  M-45  Thermistor  Probe  TM  3  CERC-26  
Terms  TR  M-76-5/  Thermocline Structure  CR  H-75-1/  
A-D  M-31  17-6  H-'70  
Vehicle  Thermocouple  Psvchrometric  
Mechanics  MP  M-68-6  M-8  Technique  TR  S-74-1  S-90  
Programs  MP  4-638  M-5  Ther111ometers  in Heat-of 
S!Jeed  TR  M-68-1/3  M-25  Hydration Test  MP  C-69-11  C-16  
Systems West Germany  MP TR  M-75-7 M-70-10  M-13 ~-26  Thijsse Thiokol  on 11/ind Effect Pavement Coatin.;  B MP  1/2 4-1!'~9  H-1 S-23  
Terrapac Vibratory  Roller  MP  4-271  S-10  Three  
Terrestrial Ecological Survey  TR  D-78-25/A  E-16  Dimensional  Hydrodynamic  Model  CR  H-75-1/ 17-6  H-'70  
Ecology  TR  D-78-25/B  E-16  Layer  Pavement Svstem  CR  4-12  S-103  
Flora  TR  D-78-15/B  E-15  Thule Air  Base  MP  4-436  S-111  
Modelin~ Techniques  TM  70-4  ~1-24  Thunderstorm  Rai.nfall  R  5  Z-18  
Resources Wildlife Habitat  Development  TR TR  D-77-38/C D-78-37  E-12 E-18  Tibenham, Tidal  Suffolk, England  TM  3-343/10b  S-70  
Terzaghi  Lectures  B  11  S-1  Action  TM  52  CERC-39  
Test Areas  MP  4-921  M-7  Channels  TR M-78-2 ™66-17  M-13 1-1-21  
Track  No.  2, Sharonville,  Ohio  MP  4-47  S-5  Circulation  
Testing  Long  Beach Harbor  MP  H-76-4  H-16  
Instruments Procedures Tetra Tech Dredged  Material  TM 3-240/3 TR S-78-15  M-17 S-95  Velocity Patterns Computations  MP MP RR  H-76-4/2 11-76-4/4 2-9  H-16 H-16 H-27  
Disposal  Models  TR  D-78-47  E-19  Currents  MP  2-797  ll-9  
Tetrahedral  Blocks  TM  20-2  H-30  TM  5  CERC-26  
Tetrapod  Cover  Layer  MP TM  2-296 2-413  H-6 H-41  East  River  Ti~ 125-1™125-3  H-32 H-12  
Texarkana Dam  TM  3-293  S-63  Data  Plotting  MP  H-71-10  H-12  
TM  2-346  H-39  Datum  SR  7  CERC-25  
TH  3-484  S-76  Flow in  Entrances  TB  3  Z-9  
Texas City,  Texas  TR  2-728  H-50  Flushing of Estuaries  TB 14™2-374  Z-10 ll-40  
Coast  MP  1-70  CERC-7  Hydraulic  Z-;2  
Gulf Coast and Pacific  Railroad  MP D-74-13 ™ 3-278  E-2 S-62  R R  1 2  Z-9 Z-9  
Main  Line Embankment  MP  3-6  S-4  R  3  Z-9  
TM  S-60  TB  6  Z-10  
Thaden  Articulated Wood  Slat  TB  18  Z-10  
Airplane Landing  Mat  TM  S-59  Computations  TM  66-16  \1-21  
Thailand  CR  3-150  H-37  Problems  in  United  States  TB  b  Z-10  
CR  3-156  M-41  Hydrodynamics  TR  rl-78-11  11-68  
MP  4-829  M-6  Inlet  CETA  '77-8  CERC-2  
TR  5-625  M-21  GITI  2  CERC-5  
TR  3-681/1  M-22  GITI  4  CERC-5  
TR TR  "3-791 M-69-1  M-25 M-25  GITI GITI  5 11  CERC-'j CERC-5  
Soils  TR  3-753  M-24  GITI  13  CEHC-6  
Theater of Operations Pavement  GITI  17  CERC-6  
Facilities  IR  S-77-3  S-3  GITI  19  CERC-6  
THEM IS  CR  M-39  GITI  20  CERC-b  
Theodore  R  10-73  CERC-18  
Channel  TR  H-75-13/1  H-63  R  10-74  CERC-19  
Industrial Park  MP  H-77-3  H-18  Bay System Characteristics  R 79-10  CERC-21  
Modeling  MP  H-71-6  H-12  

98-INDEX 
Term Report No. Page
-·---............-----··---------Term ·----~------------------

Tidal ( Cont) Tire (Cont) Prism Model TR M-68-1/1-B M-25 Inlet Area GITI 3 CERC-5 Moving in Dry Sand MP 4-750 M-5 Measurements MP il-70-3 H-11 Performance in Sand MP H-68-2 M-8 Proje~ts TB 12 Z-10 Pressure MP 4-220 S-10 Simulatio~ TR H-77-17 H-67 MP 4-240 S-10 Studies B 2/2 H-1 TM 3-271/8 S-62 Verifi~ation TR H-75-4/5 H-62 Sand MP 4-836 M-6 \laterways TB 1 Z-8 Selection for Off-Road Tide Z-12 Vehicles TR 3-666/8 M-22 MP 2-65 H-4 Soft Soil MP 4-944 M-7 MP 2-641 H-8 TR 3-688 M-22 HP 2-952 H-10 Soil Interface MP 4-629 M-5 11P 2-953 H-10 Spheres TR H-68-2 H-53 HP H-69-13 H-11 Tired Wheel TR 3-703 M-23 MP H-72-8 :i-13 Tirstrup Air Base TM 3-343/58 S-68 MP H-72-10 H-13 Titan I Facility MP 3-534 S-17 MP H-76-9 H-16 TNT MP N-77-7 W-13 MP H-78-6/2 H-19 Charge on Granite MP N-73-4 W-9 SH 7 CERC-25 Detonation on Granite MP N-72-1 W-8 TB 1 Z-8 Tacks Island Dam TR H-70-10 H-56 TM 61 CERC-40 Toe TR H-69-12/2 H-55 Curve Pressures MP 2-625 H-8 TR H-69-12/3 H-55 Protection R 83-6 CERC-23 TR H-7>-13 H-63 Tom Jenkins Dam TR 3-474 S-76 and Currents Tombigbee East River MP H-69-7 H-11 River TM 2-252 H-36 Estuaries and Canals TB 16 Z-10 TR 2-531 H-44 Nu~lear Ex~avated TR 2-532 H-44 Channels TM 66-11 W-21 TR H-74-10 H-61 Sea-Level Canal TM 67-2 H-22 TR H-74-13 H-61 Indu~ed Currents TM 65-15 11-20 TR H-76-19 H-65 Tidewater's Delaware City TR H-77-11 H-66 Channels MP 2-723 ll-9 TR H-78-2 H-67 Tillamook !:lay Z-12 TR H-78-12 H-68 t1P H-77-8 H-18 Waterway MP C-77-8 C-25 TR H-711-11 IJ-61 TM 149-1 S-57 Timbakion Air Base TM 3-343/65 S-68 Tonalite MP C-69-9 C-16 Timber TM 66 CERC-40 Tonopah Test Range, Nevada MP S-76-7 S-48 Time Topographic Effects MP H-78..:.2/A H-19 Delayed Row-Char~e Cratering TR 17 W-29 MP H-78-2/B H-19 Dependent Problems MP S-75-7 S-46 Topography MP S-76-1 S-48 Histories of Stresses, VelociTopsoil and Seeding Studies ties, and Displacements CR S-75-4/ Purdue University TM 3-392 S-72 Suppl S-102 Vicksburg TM 3-354 S-72 Mi ntu1i zation Computer Code Tl~ 72-4 \1-26 Torbay Air field TM 3-343/2 S-66 Sharing SyC>tem for Analysis of Torque Transmission Through Slope Stability MP i<-76-3 MS-7 Rock Bolts MP S-77-7 S-50 Tiny Tot 11P 1-810 W-5 Torrejon de Ardoz Air Base TM 3-343/77 S-69 Tioga Lake TR H-76-5 il-64 Torrey Pines Beach, California MP 11-75 CEHC-9 TR li-76-6 H-64 TP 76-5 CERC-30 TR H-76-11 H-64 Torrid Zone Storageability TR 3-515/2 S-77 Tire MP 4-443 ~~-3 Torsion Shear HP 4-469 M-4 Apparatus B 38 S-1 MP 4-942 M-7 Study MP 3-10 S-4 MP 4-948 S-25 Tests TM 3-328 S-65 MP M-b8-5 M-8 Toul-Rosieres Air Base TM 3-343/19 S-67 MP M-68-7 M-8 Toutle River Restoration TR 13 Z-8 MP M-69-4 M-8 Tow MP M-70-6 M-9 Behavior in Waterways TR H-78-17 H-69 Tt1 3-373 S-72 Entry MP H-74-4 H-14 TR 3-516 M-20 Generated Suspended Material TR 3-545/4 M-20 Plumes TR M-76-6 M-32 TR t1-68-1/1 M-24 Model MP H-78-1 H-10 Air-Dry Sand TR 3-545/5 M-20 Tests MP 5-226 MS-4 Clay MP 4-835 M-6 Sequencing TR H-74-5 H-60 Coarse-Grained Soil TR 3-666/7 M-22 Traffic MP H-76-7 H-16 Firm to Soft Surfaces MP 4-497 M-4 TR Y-76-1 E-32 Loads Gil 3-130 M-45 Towanda Lake. MP Y-78-3 E-31 TR 3-652/7 M-21 TR 3-666 M-22 
'!9-INDEX 
Term Term 
Towed Trafficability (Cent) Pneumatic Tire TR 3-545/4 M-20 Studies CR 4-6 M-38 TR 3-545/5 M-20 Fort Church ill TM 3-240/2 M-17 and Self-Propelled Artillery MP M-77-1 M-15 Through 1955 TM 3-240/14 M-17 Vehicles TM 3-240 M-17 Survey of Camp Stewart MP 4-101 M-2 Wheel MP M-76-17 M-14 Test MP 4-621 M-5 Soil MP 4-626 M-5 Airoll MP 4-439 M-3 Towing Resistance MP 4-828 M-6 Confined Organic Terrain TR 3-656 M-21 Townshend Dam and Reservoir TR 2-498 H-43 Fine-Grained Soils MP 4-879 M-6 Toxic Metal TR D-77-40 E-12 5-Ton GOER MP 4-477 M-4 Trace 
Jumbo Truck MP 4-4~8 M-3 Elements Rock PNE 5006 W-18 Marsh Screw Amphibian MP 4-751 M-5 PNE 5008 W-18 TR 3-641 t1-21 TM 67-7 W-22 Rubber-Tired Log Skidder MP t1-69-1 M-8 Metal TR D-77-40 E-12 Through 1963 CR 3-119 M-45 Tracer TM 131 CERC-44 Two-Wheel-Drive Industrial Study MP H-76-1 H-15 Tractor MP 4-917 M-7 Tracing in San Francisco Bay Til N-76-1 W-110 Unconfined Organic Terrain TR 3-744 M-24 Track MP 4-463 M-4 Wheel Vehicle MP M-68-4 M-6 Loads TR M-71-5 M-28 MP M-69-4 M-8 Mobility Number for CoarseTransducer for Pressure Grained Soils TR M-71-5/3 M-28 Measurements MP 1-59"3 \1-3 Pull Performance TR M-71-5/2 M-28 Transeismic Pressures CR 2-51 W-47 Versus \~heels in Soft Soil and Transference Equations B 31 H-2 Snow MP 4-651 M-5 Transient Tracked Vehicles TR 3-545/3 M-20 Loadings CR 3-26/5 S-110 TR M-72-1 M-28 Seepage TR S-B-5/1 S-89 Tractive Force Data TM 17-2 S-55 Two-Dimensional Analysis of Tractor MP 4-917 M-7 Soils MP S-71-17/4 S-"35 Dozer MP M-76-4 M-13 Transisthmian Sea-Level Canal TR 6 w-28 Blades MP t1-78-5 M-16 Transit Capacity of Sea-Level Traffic TM 3-312 S-64 Canals MP H-69-12 H-11 TM 3-314 S-64 Transmission of Wave Energy ~1P H-76-10 H-16 TM 3-420 S-73 Transmitter TR Y-77-5 E:-19 TM 3-426 S-73 Transmitting Boundaries in TR 3-433 S-74 Ground Shock Computation CH S-71-8 S-118 TR S-71-17/IV S-89 Transplantation MP Y-76-2 E-30 Test TM S-60 Transport Systems TR D-78-28 E-17 TR S-76-12 S-93 Trashracks Z-6 Volume MP S-71-14 S-35 Travis Air Force Base MP 4-312 S-11 Trafficability CR M-70-1 M-38 Tread Pattern MP 4-942 M-7 MP 4-19 M-2 Treat Island, Maine ~1P 6-177 C-4 MP 4-461 H-4 MP 6-223 C-4 MP 4-823 M-6 Treatability of Dred15ed ~laterial TR D-76-2 E-5 TR M-78-3 M-33 Treated Timber Structures MR 76-4 CERC-10 Analysis MP 4-959 M-7 Treatment of Wastewater MP Y-76-6 £-30 Characteristics MP 4-462 M-4 Tree TR M-69-3/1 M-25 Classi fie at ion MP 4-442 M-3 Branches and Stems TR M-70-9 M-26 Thailand Soils TR 3-753 M-24 Stand Productivity MP M-72-7 M-10 Data CR /D M-36 Stem TR M-76-2 M-31 CR 3-108 M-39 Tremie-Placed Concrete Ti" 2-241 C-27 Fine-Grained Soils MP 4-441 M-3 Trencher -Evaluation of AlumiInformation fro•n Aerial nized Blasting Agents TR 28 11-29 Photographs CR 4-20 M-39 Trenching for Dewatering MP D-77-4 E-4 Loess Soils HP 4-838 M-6 Treviso Musket MP 4-446 M-3 I Airfield TM 3-343/41 S-67 Observations TR 3-609 M-20 II Air Base TM 3-343/42 S-67 Prediction MP M-6 Trexler Lake, Jordan Creek TR Y-78-10 E-33 TR M-70-8 M-26 Triangular Breakwaters TM H-34 Tropical Soils MP 4-355 M-2 Triaxial Sands MP 4-647 M-5 Apparatus MP 3-478/1 S-15 Snow MP 4-713 M-5 Compression MP b-609/2 C-9 TM 3-414 M-19 MP S-73-68 S-44 Soils MP 4-899 M-7 Machine B 10 S-1 TM M-17 Test MP S-74-19 S-45 TM 3-240 M-17 MP S-76-2 S-48 TM 3-331 M-18 Center Hill Dam MP S-74-5 S-44 Cohesive Soils MP S-70-8 S-32 TR S-75-13 S-92 
100-INDEX 
Term_________________________ 
Term-----·-----------
Triaxial (Cont) Troy Lock and Dam MP C-78-6 C-26 Compression (Cont) TR 2-517 H-43 
Test (Cont) Trumbull Crushed Napa Basalt TR S-71-2/2 S-87 Lake Dam MP C-74-15 C-22 Painted Rock Dam TR S-71-2/3 S-87 Pond Dam MP C-72-20 C-20 Watts Bar Nuclear Power Truss-Web 
Plant Site MP S-74-9 S-44 Extruded Aluminum Airfield Testing B .1 S-1 Landing Mat IR S-74-2 S-3 Soils H!' 3-4'73/10 S-15 Heavy-Duty Landing Mat CR S-74-1 S-104 Cornpressive Strength of MP S-75-9 S-47 
Crushed Napa Basalt MP S-70-18 S-33 TSE Ground Facilities MP W-10 Creep Tests MP S-76-15 S-49 Tsoying Harbor, Taiwan TR 2-640 H-47 Device MP 4-150 S-8 Tsunami CETA 78-1 CERC-2 Equipment CR 3-63/2 S-111 MP 0-76-1 MS-9 Research on Clay CR 3-4/2 S-109 MP S-73-1/15 S-39 Results MP S-76-5 S-48 SR 6 CERC-25 Shear TM 25 CERC-27 
Research TM S-60 TM 30 CERC-38 Response of Cellular Amplitude RR H-75-4 H-29 
Concrete MP S-73-32 S-42 RR H-76-2 H-29 Tests MP 3-168 S-13 Barrier, Hilo TR 2-792 H-53 Test CR 3-26/2 S-109 TR 2-742 H-51 CR 3-84 S-106 Model MP 2-883 H-10 CR S-76-1 S-102 RR 2-3 H-27 CR S-77-1 S-102 RR 2-5 H-27 MP 6-805 C-13 TR H-69-9 H-55 Data on Undrained Soil TR H-71-2 H-57 
Specimens MP S-71-9 S-34 Hilo Bay, Hawaii CR 2-60 H-72 Device TR S-71-15 S-88 Predictions TR H-74-3 H-60 Lean Mass Concrete TM 6-380 C-29 TR H-75-17 H-63 Method of Finite Elements TR S·-'11-4 S-89 TR H-78-26 H-69 Program on Taylor Shale Run up TM 60 CERC-40 
from Laneport Dam TR S-71-6/3 S-tl7 Wave Elevation Frequency TR H-77-16 H-66 Sands, Reid Bedford Bend R 5-3 P-1 TTR Tower, \/hi te Sands Missle Saturated Fine Silty Sand CR 3-26/11 S-110 Range MP 4-580 S-18 
Testing Techniques MP S-76-6 S-48 Tubeless Tire TR 3-516/1 M-20 Tribar TR 3-516/2 M-20 Breakwater MP 2-296 H-6 Tubes Buried in Sand MP 1-964 W-6 
MP H-69-11 H-11 Tuff CTIAC-20 C-41 Tricalci.um Aluminate MP 6-201 C-4 MP C-69-1 C-16 Trief Cement MP 6-39 C-2 MP C-76-7 C-24 Triggering Screens MP N-76-8 W-12 MP S-73-59 S-43 TRINIDAD TM 71-8 fl-25 Material MP S-72-35 S-38 
TR E-73-1 \·/-38 TUGBOAT TM 71-17 W-26 
TR E-74-1 1-1-39 TR E-72-23 1-1-35 Trinity River, Texas TR H-77-7 ll-66 Tulsa-to-Van Buren Reach MBM 14-1 H-22 Tripline MBM 24-1 H-23 
Deployments MP M-74-4 M-12 Tundra Ice CR 2-71 11-47 
Per forrnances MP M-78-2 M-16 Tunnel Z-6 Tripoli, Libya TM 3-343/79 S-69 MP 2-149 H-4 Tritium Tl~ 70-7 W-24 RR 1-6 lt/-19 
TM 70-8 W-25 TR 3-769 M-24 
Tropical Complexes MP S-77-25 S-52 Africa CR 3-56 M-40 Destruction MP N-73-8 W-9 Areas CR 3-34/2 M-40 MP N-78-1 ~/-13 Climate Theater TR M-70-7/II M-26 Explorer Locator System IR M-1 Environment CR 3-154 M-35 Liner CR 6-160 C-l.j6 Soil MP 4-355 M-2 Right-of-Ways TR S-78-17 S-96 
Puerto Rico and Panama CR 3-63/4 S-111 Site MP S-73-3 S-40 Studies IR M-1 South Vietnam MP 4-919 M-7 l1P 4-594 M-4 10, Fort Randall Dam TR 2-626 M-46 Panama and Puerto Rico IR M-7 Turbidity CR D-76-l.j E-23 Sur face Soils MP 4-961 M-7 TR D-77-14 E-7 
TR 3-732 11-24 TR D-75-21 E-16 Terrain CR 3-34 M-40 TR D-78-30 E-17 CR 3-57 M-40 Structure RR H-73-2 H-28 Trotters Turbulence CR 2-151 H-71 
J~ississippi TM 3-316 S-64 Mississippi River R 10-2 R-2 TM 3-341 S-65 Turbulent Shoals Spillway TR H-73-7 H-59 Boundary Layer MP 2-160 H-5 MP 2-642 H-8 
• 

101-INDEX 
~_EO.___
Term Term Report No. 
Turbulent (Cont) Underground (Cont) Flow TM 93 CERC-l!1 POL TM 97 CERC-42 Storage MP N-72-4 W-8 Stream R 10-1 P-2 Svstem IR N-70-1 1/-1 Turf TM 3-361 S-72 Protective Military Structures MP N-68-7 W-7 Turkey TM 3-3l!3/ Reinforced-Concrete Arches TR 2-590 \-1-30 69-75 S-69 Shock Measurements MP 1-TB W-4 Turnagain Arm, Alaska Z-11 PNE 609F \-1-15 Turned Mode MP M-76-17 M-14 Storage Facility MP N-B-1 W-9 TR M-76-9 M-32 Structures CR 2-19 W-43 Turner Air Foree Base MP l!-93/1 S-6 CR 2-21 i-1-45 MP l!-688 S-20 CR 2-41 \·/-46 Turning Basin Z-12 CR 1-175 W-44 Tuttle Creek TR 2-765 H-52 CR N-70-1 W-44 Tuscaloosa Lock and Dam TM C-27 MP N-77-3 vl-12 Turtle Creek Dam TM 2-396 H-41 TR N-76-9 \-1-40 TVA Containment Concrete MP C-72-17 C-20 Underrearner MP 3-454 S-15 T-v/alls Z-6 Under seepage TM S-59 Z-14 Commerce and Trotters, TilDA Z-14 Mississippi TM 3-316 S-64 Two-Dimensional Mississippi River Levees MP 3-131 S-7 Flow MP H-68-5 H-10 MP 3-205 S-9 MP H-70-6 H-12 TM 184-1 S-58 Problems MP K-77-5 MS-7 TM 3-424 S-B 2,li-D CR A-77-2 M-52 Alton to Gale MP '1-430 S-73 TR M-48 Trotters, Mississippi TM 3-341 S-65 Two-Layer System MP l!-102 S-6 Wolf River Levee MP S-50 S-5 Type K Shrinkage-Compensating Underwater Cement CTIAC-29 C-41 Cratering MP C-78-2 C-25 Detonations MP E-75-1 W-10 Tests TM 70-11 \-1-25 Explosion MP 1-689 W-3 Test MP 1-689/2 \-1-3 U-Frame TR 1-647/1 W-30 Lock Z-6 Sevier Bridge Reservoir TM 2-397 vl-27 Arkansas River Lock and Dam MP S-78-11 S-53 Explosive Excavation TM 71-9 \-1-25 Program TR K-76-1 MS-11 Nuclear Explosions MP 1-800 W-4 UH-1H Downwash Velocity MeasProtection of River Banks TM 3-329 S-65 urements MP S-72-31 S-38 Shock MP 2-553 W-3 Ultimate Strength MP C-78-5 C-26 MP N-71-7 W-8 Ultrasonic Wave TM 70-14 \i-25 Investigation of Cracking in TR 2-615 W-30 Kansas City Floodwall MP 6-72 C-2 Storage MP 1-689 U-3 Shear Wave Veloeitie's CR 3-26/23 S-111 Structures TR 2-512 \1-30 Testing Undisturbed Concrete MP 6-l!8 C-2 Sampling of Cohesionless Minutemen Facilities MP 6-717 C-11 Material RR S-76-1 S-54 
F. E. Warren Auxiliary Sites MP 6-585 C-9 Sands TR S-78-9 S-95 Waves CR 3-26/1l! S-110 TR S-7~-10 S-95 Ultraviolet TR S-78-11 S-95 Ozone Tr~atment TH Y-78-1 E-33 Uniaxial Strain MP S-68-17 S-2'7 Sensing Soil Moisture Meter CR 3-176 S-106 Mp S-73-32 S-42 Umpqua River TM 2-277 H-37 MP S-73-48 S-43 TR H-70-6 H-56 Unified Soil Classification Entrance Z-12 System TM 3-357 S-72 Unconfined Subaqueous Disposal Union Electric Company, St. Areas CR D-7l!-8 E-25 Louis MP 6-456 C-7 Unconsolidated Materials MP S-77-18 S-51 Uniontown Locks and Dam TR H-75-9 H-62 Underdrain TM 183-1 S-58 United Pipe Z-18 Arab Republic MP 2-607 
H-8 Underground States Biomass Dynamics TR D-77-28 E-10 Army Cavities TR 3-6li8 S-81 Corps of Engineers MP 5-458 MS-4 Emplacement of Nuclear Hydrographic Survey TR H-77-10 H-66 Explosives PNE 500l!F W-17 Engineer Waterways ExperiPNE 500l!P \'i-17 ment Stat ion MP 5-280 MS-4 Explosions MP 1-'f78 W-4 MP 9-708 · MS-5 TR 7 W-28 Helicopter Landing Pads TR 3-686 S-81 TR 2-l!38 ~'i-30 Installations TR M-75-2/1 M-31 Openings CR N-69-1 W-45 Pioneer-Type Runways TR 3-700 S-82 
102-INDEX 
_Te_r~m______________ 
Page Term Report No. Pa11e 
United (Cont) Variable States ( Cont) Moduli Material CR S-68-1/5 S-118 Bureau of Reclamation MP 5-458 MS-4 Modulus Material CR S-64-1/4 S-118 Can ad ian Arctic Weather Vascular Plant TR D-77-38/D E-12 Stations MP 4-298 t1-2 TR D-78-15/D E-15 Desert TR 3-630/5 S-80 Tissues TR D-77-23/E E-9 Highways 190 and 71 TM 3-284 S-63 Vault Wastes, Lake Ouachita Marine Hospital, Memphis TM 90-1 S-56 and Lake Greeson MP Y-72-1 E-29 Military VCI/RCI Criteria MP M-73-4 M-11 Academy TR 3-591 S-78 Vegetation CETA 82-3 CERC-4 Reservations MP 4-726/1 S-78 CR /E M-36 Naval Air Station, Alameda TM 2-242 H-36 CR IF M-36 Navy Ship Mooring Facility TR 2-708 H-49 CR 3-31 M-38 Steel Landing Mat MP 4-759 S-21 CR 3-43 M-43 MP S-69-17 S-29 IR 10 M-1 USSR Scientific Exchange MP 6-75 CERC-8 Program CTIAC-35 C-42 MP 7-75 CERC-8 Universal Systems for Recording MP 4-769 M-6 Vegetation CR 3-31 M-38 MP 4-982 M-7 Unlined Openings in Intact Rock CR N-69-1/2 U-45 HP D-78-7 E-4 Un.'steady MP M-72-7 H-10 Flow Compensations TR H-74-8 H-61 HP M-73-8 M-11 Salinity Intrusion TB 20 Z-11 MP M-73-10 H-11 Unsurfaced MR 79-2 CERC-12 Forward-Area Airfields MP S-70-14 S-82 R 78-2 CERC-20 Roads and Airfields TR S-70-5 S-86 SR 3 CERC-25 Soil MP 4-394 S-14 SR 9 CERC-25 MP 4-712 S-20 TM 22 CERC-27 MP S-71-27 S-36 TM 101 CERC-42 Upland Habitat Development TR DS-78-15 E-27 TP 76-13 CERC-30 TR DS-78-17 E-28 TR 5-625/D H-21 Uplift Pressures MP K-77-1 MS-7 TR 3-726/IV M-23 Urban TR 3-783/B H-24 Areas CR D-76-6 E-26 TH 3-783/E M-24 Studies MP H-74-8 H-14 TR D-76-4 E-5 MP IC-76-1 MS-7 TR D-77-23/A E-8 Urea-Based Emulsion System CR 3-172 S-104 TR D-78-25/C E-16 U';er' s Manual Africa and Panama CR 3-56 H-40 AXIS YM CR S-76-13 S-104 Characteristics MP 11-69~5/2 M-8 DUKFOR CR S-69-5 S-104 Descriptive Techniques CR 3-68 M-46 Utility Carrier MP M-69-5 M-8 Diagrams Eglin Air Force Base CR 3-70-2 11-41 Fort Benning CR 3-'70/3 M-41 Florida Everglades CR 3-72 M-37 Vacuum Geometry CR 4-103 11-37 Filtration System TR D-78-5 E-14 Mississippi River Stages in Mixing of Concrete MP 6-938 C-15 the St. Louis-to-Thebes and Piston-Type Samplers TM 3-315 S-64 Reach MBM 81-6 H-25 Processed Concrete TM 6-225 C-27 Panama Canal Zone and Other Solar Telescope Site MP 3-63'1 S-19 Tropical Areas CR 3-34/2 11-40 MP 3-763 S-21 Physiognomy HP M-76-12 M-14 Treatment of Mass Concrete Puerto Rico CR 3-164 M-38 Surfaces TM 6-353 C-28 Recording Systems CR 3-163 M-38 Vneriose Air Base Tt1 3-343/59 S-68 Structural Characteristics TR M-69-1 H-25 Valdivia River TH 2-382 ll-40 Structure MP M-69-3 M-8 Valley Storage in the Cannelton Vegetational Pool MP H-77-7 H-18 Characteristics MR 83-4 CERC-15 Valve Study CR Y'-75-1 E-34 Position TR H-68-4 B-53 Vegetative Study MR 76-6 CERC-10 Prototype Tests t1P H-7o-10 H-19 Vehicle CH 3-152 M-45 Van Buren CR 3-162 M-45 Little Rock Reach, Arkansas MP M-12 River HP 2-331 H-6 MP 4-230 t1-2 Pine Bluff MBM 34-2 H-24 MP 4-362 H-3 Reach MBM 14-2 H-22 MP M-68-4 M-8 Reach TR H-74-7 B-61 MP M-69-4 M-8 Vance Air Force Base MP 4-815 S-22 MP M-69-5/1 M-8 Vandel Air Base TM 3-343/60 S-68 MP M-69-5/2 M-8 Vane Shear Investigation MP 3-661 S-19 HP M-69-6 M-8 
103-INDEX 
Term _____________ ___
_ 
~e___ ~_e_
~"!----------------
Vehicle (Cont) MP M-70-4 M-9 Velocity (Cont) MP M-70-7 M-9 Earthquake Intensity and MP M-70-10 M-9 Magnitude MP S-73-1/1b S-39 MP M-74-6 M-12 Forces on Submerged Rocks MP 2-265 H-5 MP M-76-6 M-14 Gages MP 0-70-1 MS-8 MP S-70-14 S-32 Measurements, Ozark Lock and MP S-72-34 S-38 Dam TR H-77-6 H-66 TM 3-240 M-17 Meter for Relief Wells TM S-61 and Profiles TB 20 Z-11 M-18 Tests of Concrete TR 3-545 M-20 Retaining Wall, South TR 3-666/8 M-22 Amsterdam, New York MP u-527 C-8 TR 3-783/A M-24 Riverside \/all MP 6-45b C-7 TR M-63-1 M-25 Venting Measurement PNE 301F '.1-14 TR M-70-11/3 M-27 Venturi Meter TM 1i9-1 HS-10 TR M-72-1 M-28 Verdigris River TR H-73-2 H-59 TR M-73-5 M-29 Vermiculite Concrete CR 6-tl3 C-46 TR M-76-3 M-31 Vennil ion TR M-73-3 M-33 Bay TR 2-494 H-43 Analysis for Remote-Area Harbor, Ohio TR H-70-5 H-56 Operation MP 4-702 M-5 Vertical Classification TM 3-240/3 M-17 Cut Belt Loader MP M-76-2 11-13 Dynamics CR 3-155 M-36 Lift Gates TR 2-447/1 H-42 ~IP M-69-2 M-8 Spillway Crests MP 2-606 H-8 TR M-76-1 M-31 Sand Drains MP S-75-8 S-47 Mechanics MP M-68-6 M-8 Vesic Crater Modeling TM b8-14 ~'-23 Mobility MP 4-241 M-2 Vessels CR 2-5 H-71 MP M-75-4 M-13 CR 2-7 H-71 MP M-78-3 M-16 CR 2-131 H-70 PSTIAC-3 M-34 CTIAC-27 C-41 TR M-73-1 M-29 MP C-77-12 C-2') Terms PSTIAC-1 M-34 Veterinary Diseases MP D-78-1 E-4 Research CR 4-16 M-45 VHF Radio Waves MP 4-822 M-6 CR 4-17 M-45 Vibracore Study MR 80-10 CERC-13 MP 4-'350 M-2 MR 82-15 CERC-14 TR 3-639 M-21 Vibracoring System CETA 81-8 CERC-3 TR 3-6~2 M-21 Vibrated Density MP S-72-29 S-37 Soft Soils 11P 4-147 M-2 Vibrating Testing CR 3-154 M-35 Slope Method MP 6-849 C-14 Models CR 3-33 M-36 S!Jade TR 6-816 C-36 Off-Road Use in Remote Areas MP 4-854 M-6 Vibration CR '3-114/II M-35 Performance CR 3-120 M-45 t1p 2-75 H-11 MP 11-72-2 M-10 MP 2-774 H-9 TR 3-733 M-24 MP N-77-6 !rl-13 TR M-70-7 M-26 TM 6-345 C-23 Prediction Equations TM 3-240/20 M-18 TR 2-435 H-42 Vertical Obstacles TR 3-783/C M-24 Bankhead Lock TR S-76-6 S-93 TR M-70-11/4 M-27 Circular Footing on Sand TR S-71-14/2 S-83 Reliability Model TR M-74-3 M-30 Concrete TR 6-780 C-35 Ride Dynamics CR 3-114 M-35 Hydraulic 
Roa~ Compatibility Analysis Control Gates CR H-b9-1 H-71 and Modification Sv:>tems TR S-73-13 S-90 Structures MP 2-414 H-7 Rut Depths MP M-73-16 M-12 t1easurement f1P N-77-6 \1-13 Sand 11P 4-535 M-4 North Fork Dam Model TR N-74-2 H-'l9 Signature Study Sites MP M-73-3 M-11 Ozark Lock and Dam TR H-77-6 H-66 Snow TM 3-414/1 1~-19 Test ~IP 4-636 S-10 Soft Soil TR M-70-11/2 M-27 TR N-77-1 i-1-41 Speed MP M-76-11 M-14 TR N-78-2 H-42 TR 3-783/E M-24 Vibrators CR S-68-2 S-1 03 TR M-58-1 M-25 Vibratory Synthalogous Theaters of Compaction MP S-76-10 S-49 Operation TM M-70-7 M-26 Compactor MP 4-190 S-9 Terrain TR M-70-4 M-26 Coring Sampler CETA 81-9 CERC-3 Vibration CR 3-114/11 M-35 Cutting CR 3-28 S-108 Vehicular Traffic MP 3-14 S-4 Load CR 3-88 S-114 Vela Uniform MP 1-957 W-6 Piles MP 3-686 S-20 Velocity CR S-75-4/ Testing TR S-69-10/1 S-86 Suppl S-102 Measurements TR S-71/17/ III S-88 and S-89 
104-INDEX 
Term
-------------·--------------------Term -------------
Vibratory (Cont) Vulnerability (Cont) Nondestructive Testing Z-16 Analyses Pavements TR S-75-14/II S-92 Mortars TR N-69-8/2 ·w-35 Roller MP 4-271 ::;-10 Parking Areas TR N-69-8/6 ~~-35™3-271/10 S-62 Rockets TR N-69-3/5 W-35 Sourf".!es MP 4-859 S-23 Te~hnique MP 4-691 S-20 MP 4-970 S-26 MP 4-'1'71 S-26 w. G. Huxtable Pumping Plant MP S-76-8 S-4Y TR S-72-5 S-89 Waco Dam MP 6-548 C-8 Testing of Pavements Z-16 TR S-71-6/5 S-87 TH S-75-14 S-92 Waianae Small-Boat Harbor, Oahu, Vibro/Sei.smic Survey MP S-69-6 S-28 Hawaii TR H-76-8 H-64 MP S-71-26 S-36 Waimano Stream Flood Control TR H-75-3 H-61 MP S-72-36 S-38 \Valker t1P S-73-3 S-39 Air Force Base HP 4-213/4 S-9 Vibro~acker System MP S-69-30 S-30 Army Airfield TR 3-466/7 S-75 Vicksburg Lake Canal Pumping Plant t1P 3-40 S-5 Buckshot Clay MP S-70-8/2 S-32 TM S-62 Floodw<Jll TR i-477 S-76 Walkers Bar, Ohio River p L H-26 Lean Clav MP 4-95 S-6 1-/alki ng Speed MP 4-950 M-7 Limestone 1'1? 3-492 S-16 Wall MP 6-856 C-14 Loec;,; Soil 
MP 3-145 S-8 TR S-77-6 S-14 MP 3-1~1 S-8 Alignment MP S-140 S-8 Mi ';:>issip~i MP M-74-1 M-12 Deflection Pipes MP S-432 S-14 Mobility Exercise A 11P 4-702 H-5 Structure TR N-69-7 11-34 MP 4-979 M-7 Walnut Creek TR 2-730 H-50 National Military Park MP 3-')04 S-16 Channel Improvement Project TR H-73-34 H-6l\ Silty Clay MP S-70-8/1 S-32 Walter MP S-73-25/1 S-41 F.. Geor~e Victoria Channel, Texas MP 2-ll12 M-9 Lock and Dam MP M-70-3 M-9 Vidalia Mattress Casting Plant MP 6-6-~5 C-10 TR 2-519 H-43 Vieques Airfield MP IJ-18 M-2 Reservoir MP S-69-32 S-30 Vietnam MP 4-549 M-4 MP S-70-17 S-33 MP 4-919 M-7 Reed Hospital MP C·-74-14 C-22 TR S-69-7 S-8:) Wappapello Dam TM 134-1 H-32 Vinsol Re.~in TM 196-1 S-5il TM 146-1 H-32 Vinyl Membr<Jne MP 4-54 S-5 TR 3-460 S-75 TM 3-416 S-73 Wareham-Marion, Massachusetts TR 2-663 H-48 Virgin Islands MP S-76-26 S-50 Warlam Triaxial Apparatus MP 3-478/1 S-15 Virgini.a Beach ~1P 6-64 CERC-7 ~iarm MR 77-12 CERC-11 Creek TR H-75-7 H-62 TM 5 CERC-26 S~rings Dam TH H-73-3 H-59 TM7 CERC-26 \later Rint~ R 81-4 CERC-22 TM 9 CERC-26 Warren II Study Area, Wyoming MP C-70-17 C-18 Tlq 113 CERC-43 Warrior Dam TR 2-485 H-42 Viscoelastic Layered Systems MP M-69-8 M-9 Warwick River Sewage Treatment Viscometer MP fl-74-3 H-14 Plant MP 2-951 H-10 Viscous Flow Model t1P S-70-3/1 S-32 Wash-Bore Sampling TM 40 CERC-28 Voids HP 4-162 ::;-8 Washington Aluminum Company Compacted Bituminous Pavi.ng AM2 Landing Mat MP 4-753 S-21 Mix MP 4-118 S-7 t1P S-69-3 S-28 Criteria MP 4-46 S-5 Waste Z-15 Curves MP 4-121 S-7 Di.s~osal MP C-78-1 C-25 Formed Concrete Surfaces TR 6-788 C-36 Hanagement TR D-77-11 E-7 Voigt Waves CR 1-170 W-44 ~laterials MP D-76-5 E-3 Volcanic Cinders MP 4-179 S-8 R 2-75 CERC-19 Volume Change in Expansive Clays Z-17 Wastewater MP Y-74-3 E-29 Volumetric MP Y-76-6 E-30 Equalities of the Crater MP 1-754 11-4 Treatment Z-17 Requi.rements for Dredged 11P Y-74-2 E-29 Material Containment Areas TR D-78-41 E-18 Watching Hill Blast Range TR S-72-4 S-89 Vortex Formations MP H-74-1 H-14 Water MP C-74-4 C-21 VRCMIS TR S-73-13 S-90 MP Y-78-2 E-30 V/STOL Aircraft MP 4-908 S-24 TR 6-440 C-31 VTOL Blast Controllin~ Platforms CR 3-123 S-116 Bodies CR 3-78 M-3S CR 3-166 S-105 MP H-77-9 H-18 Vulnerability TR N-72-12 W-37 MP M-76-10 M-14 TR ::;-78-3 S-95 

105-INDEX 
Te!:_"!._____________________ 
~.!'!.----------------------
Water (Cont)
\later (Cont) 
TR 	6-804 C-35 Shock (Coot)
Cement Ratios 
Column TR D-77-30/B f-11 Wave (Coot) 
Reflection MP 1-826 \1-5

Content 
TR 	1-704 11-31
Bi turni.nou.o; Hixtures 	MP 4-301 S-11 
Fresh Concrete 	MP C-73-7 C-21 
Soluble Admixtures 	MP C-78-9 C-26 MP H-76-5 H-16
Unconsolidated Haterials 	MP S-77-18 S-51 Supply Tests 
Sur face
Data Transmitter 	TR Y-77-5 E-33 
TM 	74 Ci::RC-40
Deposited Materidls 	CR 4-6/3-2 M-39 Roughness 
H-18 \laves TH N-72-3 	\·1-37
Di.scharge 	MP H-77-13 
Systems 	TR Y-78-11 E-33
Elliott Bay 	TR D-77-24/D E-9 
M-49 Table MP 1-939 	11-6
Hyacinth 	TR A-77-2 
TR M-48 Crossett, Arkansas 	TM 'H31/9 f1-19
Growth 
TR M-48 Ore15on Soils 	CR M-70-1 M-">,8
Insect Enemies 
Puerto Rico 	MP M-73-13 t1-11 Temperature TR 6 Z-8 TR M-48 Control 1-leir TR H-'10-1 H-56
Texas 
Tower, Mississippi Basin Model 	TM S-61
Jet Systems 	CTIAC-54 C-44 
CETA 79-2 CERC-2 Tunnel 	TP 7tl-5 CERC-:12
Level MP E-29
CR 	H-74-1 H-70 U:ia5e Y-76-1 
TM 83 CERC-41 Wave 	CR 1-167/I \/-45 HP S-73-1/15 S-3':)
TP 	80-7 CERC-32 
R 	80-3 CERC-22
Measurement 	TP 77-2 CERC-31 
R 	32-6 CERC-23
Plume 	MP N-75-1 W-10 
RR 	H-75-1 ll-2'1
TR 	N-72-4 11-37 
TM 	3 CERC-26
Quality 	MP H-76-6 H-1b 
TM 	11 CERC-27
~IP 	Y-77-3 £-30 
TR 	D-77-23/F E-9 HI 1'3 CEHC-4'1 TR H-74-15 H-61
TR 	D-78-15/A E-15 
TR H-69-10 H-54 Pressures 	RR 2-10 H-27 
Theory 	SR 1 CERC-25
TR H-71l-14 H-61 TR :-l-76-3 H-64 Transmission RR H-69-1 H-27 TR H-76-7 H-64 Waterbird MP D-78-5 E-4 Data t1P M-76-22 11-15 
Colonies TR D·-73-13 E-14 TR t1-77-4/2 M-~3 Waterbury Dam CTIAC-5 3 C-44 
MP Y-77-2 E-30 Waterfowl 	TR A-73-2/1
Evaluation 
/II
TR 	Y-77-2 E-32 
TR 	A-78-2/2
TR 	'l-77-3 E-32 
/II M-50
Trexler Lake, Jordan Creek TR Y-73-10 E-33 Waterproof Membrane Systems CTIAC-2 C-40
Fountain Lake 	MP Y-77-4 E-30 
Impacts of Aquatic Dredged 
MP C-73-2 C-21 Material Di3~0.1al TR DS-73-4 E-27 
1/aterproofing _ CR S-74-1 S-104 t1P Y-7b-5 E-30 Concrete Structure~ MP 6-616 C-9
LaFar~;e Lake LHke Conway TR A-78-2/1 Materials Tll l·-'5 30/2 S-77 /VI M-4Y 1<\embranes MP 4-384 S-24 
TR 	A-78-2/2 Soil MP 3-176 S-0 /VI M-50 T~ !-53ll S-77 
TR 	A·-7:3-2/3 Base Courses MP S-68-13 S-27 /VI M-50 Structur~l-Plate Joint~ unJ 
TR 	A-78-2/4 Seams TR ">,-?79 S-811 /VI M-50 Watershed MP H-72-6 fl-13 
~1onitori.ng Systems 	TR Y-77-5 E-3:1 TM 83-2 MS-10 TR D-77-6/B £-6 TR M-76-12 M-32
Parameter 
TR 11-77-4/4 M-31 TR D-77-42/C E-13 Geology TM 135 CERC-44 
TR 	D-77-20I B E-9 
C-1/:l
River-Reservoir Systerns Waterstop MP C-70-22 
t1odel MP Y-76-4 E-30 

TR 	3-432 S-74 
TR 	6-546 C-32
Tioga-Hammond L<Jkes 	TR H-76-11 H-64 
To wan~a Lake 	MP Y-78-3 E-31 Failure MP 4-124 
S-'1 Repellents TH 217-1 S-60 
11P 	3-5 34 $-17 
TR 	H-78-17 H-69
Resources Waterway Assessment t1etilodology MP Y-78-1 E-30 Experiment Station MP 5-230 MS-4 TR Y-7'1-1 E-32 MP 5-295 MS-4 E~ology Capability CR 0-69-1 MS-12 MP 9-708 MS-5 Elliott Bay TR D-77-24/D E-9 TR i~S-11 Shock MP N-75-2 W-10 Lake Watersned MP H-72-6 rl-13 Induced Airblast TR E-72-16 >1-37 
Relief Well Flow Meter l·1P 5-83 MS-4 Loading TR 2-512 1-1-30 Terrain Analysis Wave MP 1-808 1/-4 Gamma CR 4-100 M-41 MP 1-814/1 1-1-5 Radar CR 4-96 M-41 TR 1-771 1-1-32 

106-INDEX 
___________________..__
Term 
_Reeort No. Pa~e
Term ------------

\later way ( Cont) 
Point Directory 
Atlanti" Coast Area 
Great Lakes Area 
PaC!ifi" Coa"t Area 

System Improvements WAT~IM IV Logi" Manual 1/atts Bar Nuclear Power Pla~t Wauna-Lower Westport Bar Wave 
Absorber 
Gary Harbor Harbors Action 
Agate Bay Harbor 
and Breakwater East Beaver Bay Harbor Half Moon Bay Harbor Harnl in Bear!h Harbor Harbor of Refu~e Noyo Harbor Oswego Harbor Port Washington Harbor Superior Entry, Duluth-
Superior Harbor 
Taconite Harbor 
Ver.ni lion Harbor 

Cellular Caisson Breakwaters Grand Marais Harbor 
t1arina del Rey 
Mission Bay Harbor 
Revetment 
Triangular and Cellular 


Caisson Breakwaters Attenuation 
Breaking 
\lave ( Cont) Characteristics 
™48 CERC-28 
H-15 Climate 
R 81-3 CERC-22 
H-15 TP 76-5 CERC-30 
H-15 TR 77-1 CERC-34 
MS-8 
TR H-76-13 
H-14 
/14 H-65 S-44 Offshore LNG Sites MP H-7H-2/B H-19 H-51 Onshore LNG Sites MP H-78-2/A H-19 H-1 Climatology 
R 1-72 CERC-17 CERC-4 R 77-2 CERC-20 
Ct:RC-4 Condit ions TR 2-740/1 H-51 
H-74 
TR H-75-15 H-63 H-70 Cresent City Harbor TR H-68-6 H-54 H-70 Dana Point Harbor TR 2-724 
H-50 
H-14 Crest 
MR 83-1 CEHC-14 
CERC-15 R 77-4 CERC-20 
CERC-17 Damping Effects of Screens RR 2-12 H-<!7 
CERC-17 RR H-72-2 H-28 
CERC-18 Data 
MP H-77-9/2 H-18 
CERC-22 
R 81-12 CERC-22 CERC-33 Direction 
R 81-5 CERC-22 
CERC-39 TP 77-7 CEllC-31 
CERC-39 TP 82-2 CERC-33 
CERC-29 TR 79-1 CERC-34 
CERC-43 Gage R 8-74 CERC-19 
CERC-44 R 77-3 CERC-20 
CERC-31 Indicatvr TM 18 CERC-37 H-17 Dispersion MP S-73-20 S-41 H-23 Effects of Potential LNG H-43 Terminal Sites H-78-2
MP H-19 
H-72 Elevation 
R 80-1 CERC-22 
H-1 
TR ll-77-16 H-b7 H-2 Energy CETA 81-16 CERC-4 C_RC-7 
TM 18 CERC-26 H-8 Analyses Til H-74-6/
CERC-16 17-3 H-60 
CERC-21 Loss TM 31 CERC-38 
CERC-37 ™46 CERC-39 
CERC-26 Spectra CETA 80-5 CERC-3 
CERC-38 Entrainment 
R 77-5 CERC-20 CERC-40 Eyuation Analyses TR S-'75-5 S-91 CERC-40 Flume FaC!ility CR 2-50 H-72 CERC-41 Force ™15 CERC-26 CERC-43 Breakwaters Tt1 fl-33 H-34 
Data TM '71 CERC-40 
Piles TM 69 CERC-40 H-37 TM 111 CERC-42 H-48 Rubble-Mound Breakwaters H-59 and Jetties MP 2-453 H-7 H-44 Forecasting TM 24 CERC-38 
H-53 TM 35 CERC-38 H-37 TM 73 CERC-40 H-38 TM 84 CERC-41 
Fronts in Sand CR 3-26/25 S-111 H-46 Gage TM 30 CERC-27 H-41 Records R 271 CERC-17 H-56 Gaging R 5-'7 4 CERC-19 
H-34 Generated Ripples Tt1 100 CERC-42 H-33 Generation RH N-72-1 ··1-19 H-33 m 10 CEllC-40 
H-4b Generators TM4 CEHC-26 H-54 Height CDM 76-1 CERC-2 H-1 
CETA 79-4 CERC-2 
CETA 79-5 CERC-2 H-34 CETA 80-1 CERC-2 
CERC-10 
CETA 81-3 CERC-3 CERC-32 R 4-70 CERC-16 CERC-17 R 83-14 CERC-23 H-27 

CR 
CR 
CR 
MP 
MR 
R 
R 
R 
R 

MP li-76-2/F MP H-76-2/E MP H-76-2/G MP 0-71-1 MP H-74-5 MP S-74-9 TR 2-735/3-1 B 3/2 CETA 81-14 CETA 82-2 
2-1/14 H-68-2 H-74-1 H-74-11 83-6 4-71 5-72 23-73 81-1 
TR CR l3 3 MP MP R R TM TM27 TM 48 TM 57 TM t2 ™116 
TM 132 TP 77-11 MP H-76-22 Rll-H-73-3 
2-509 2-122 
V1 4/1 
1-69 2-560 3-67 79-5 
1 
TM2 
™34 
TM TM TM TM TM 
TM TR TR TR TR TM Tl1 
TR TM TH TM 
TM 
TM TR Til 
i3 
TM MR TP R RR 
68 
75 
79 
115 
203-1 
2-295 2-668 H-73-13 2-523 2-799 2-291 2-334 
2-616 2-405 H-70-5 
186-1 
186-2 2-u71 H-69-8 1/3 
76-9 80-8 4-73 H-68-2 

107-INDEX 
____________,.. __________ .,. _______
Term Term 
Wave (Cont) 1-/ave (Cant) Height (Cont) TM 4 CERC-26 Run-Up CETA 77-2 CERC-2 TM 45 CERC-39 CETA 7ll-2 CERC-2 TP 82-1 CERC-33 CETA 79-1 CERC-2 TR 82-3 CERC-35 CETA 81-17 CERC-4 TR 2-471 W-30 MP 12-75 CERC-9 TR 1-647/4 ~~-30 R 19-73 Ct::RC-18 Lake Erie MP H-76-21 H-17 R 83-9 CERC-2' Large Craters TR 2-471 \i-30 TM 64 CERC-40 Measuring Device MP 5-231 MS-4 TM 67 CERC-40 Induced Oscillations TM 109 CERC-42 Harbors CR H-69-2 H-70 TP 78-2 CERC-32 CR H-71-2 H-70 Experiments MP 1-947 li-6 Small Moored Vessels CR 2-131 H-70 Lake Okeechobee TR 2-449 H-42 Intrusion Setup CETA 77-5 CERC-2 Monterey Harbor TR N-69-4/1 W-34 Shoaling CETA 83-1 CERC-4 San Diego Bay TR N-69/4/2 1-1-34 Spectra MP H-Tf-9 H-18 Loading CETA 81-1 CERC-3 TM 118 CERC-43 Measurement R 7-74 CERC-19 TR 82-2 CERC-35 R 82-4 CERC-22 Spectrum TM 57 CEHC-3'! Model Analyzer TM 56 CERC-39 Appurtenances B 4/1 H-2 Stability Study of Cellular Laboratory Apparatus MP 2-242 H-5 Concrete Blocks RR 2 Z-5 Monitor MR 82-11 CERC-14 Statistics TM 85 CERC-41 Observations MP 3-69 CERC-7 TM 86 CERC-41 Overtopping CETA '77-7 CERC-2 TM 87 CERC-41 CETA 80-8 CERC-3 TM 88 CERC-41 R '77-7 CERC-20 TM 89 CERC-41 TM 64 CERC-40 TM 98 CEllc-42 Periods TM 53 CERC-39 Hind cast TM 55 CERC-i9 -Powered Devices MP 3-67 CERC-7 TM '57 CERC-19 Pressures RR H-68-1 H-27 Stilling Device MR 78-1 CERC-11 Propagation TM 32 CERC-27 Tank CR 2-50 H-72 TR S-72-2 S-89 TM 37 CERC-28 Code TR S-71-12 S-88 Tests TM 51 CERC-2') Computer Code TR S-71-16 S-88 Tests R 2-67 CERC-16 Confined Soils CR S-69-2 S-108 Theory MP H-76-16 il-17 Dissipative Materials MP 1-962 W-6 Thrust Computations R 82-5 CERC-23 Jointed Rock Mass TR N-73-7 W-39 Transformation CI£TA 82-7 CERC-4 Newburgh Locks and Dam MP S-76-25 S-50 TP 78-1 CERC-31 Parameters CR 3-91/2 S-117 Transmission TP 76-8 CERC-30 Patoka Dam MP S-74-26 S-46 TP 82-4 CERC-33 Sand CR 3-26/21 S-111 TR 80-1 CERC-34 Soils CR 3-91 S-117 Coefficient CETA 79-6 CERC-2 Velocity CR 3-26/8 S-110 CETA 80-7 CERC-3 CR 3-91/3 S-117 Floating Breakwater, Oak Protection TR H-75-18 H-63 Harbur TR H-71-3 H-57 TR H-76-8 H-64 Rock Structures RR H-73-1 H-28 TR H-77-20 H-67 Velocity CR 3-26/4 S-110 Chagrin River· TR H-70-11 H-56 CR 3-26/24 S-111 Record R 1-71 CERC-17 Field CR 2-109 H-'72 R 2-73 CERC-17 CR 2-117 H-72 R 6-74 CERC-19 Wax Lake Outlet MBM 31-8 H-24 Program MP 1-67 CERC-7 Weapon Reflected from a Breakwater CR 2-104 H-72 Effects TR N-69-8/2 11-35 Reflection TM 124 CERC-43 TR N-69-3/5 11-35 TP 76-8 CERC-30 TR N-69-8/6 '1-35 TP 81-1 CERC-33 Foundations CR 3-173 S-116 TR 80-1 CERC-34 Fragmentation TR N-b9-tl/1 W-34 Refraction CETA 81-12 CERC-4 Weasel MP 4-282 11-2 TM 6 CERC-26 \leather TM 21 CERC-37 and Climate TR 5-625/G M-21 TM 47 CERC-28 Records MP 4-338 11-2 TM 103 CERC-42 Stations MP 4-298 M-2 Theory RR H-71-3 H-28 Weathered Pretensioned Beams TR 6-570/5 C-33 Research at Waterways ExperiWeathering CTIAC-50 C-43 ment Station MP 2-139 H-4 Test Resulting from Explosions in Bituminous Pavement Samples MP 4-170 S-8 Deep Water TR 1-647 1-1-30 Rock Masses CR 1-1'70 W-44 
10ll-Ii~DEX 
Term
-----------------------............ ---·--.....--	_ Term .......-·-·-------------
We~therin~ (Cant) Wet (Cont) Te:;t (Cont) Season Conditions TR M-72-2/2 M-29 Con'! rete HP 6-109 C-2 TR M-73-3 M-29 TM C-27 Track Abrasion Test IR S-69-1 S-2 
~-/ebb Air F~.Jr~e BQ;;e 	t1P 4-398 S-14 Weathersfield, Essex, England TM 3-343/101 S-70 
Webber~ Falls Lo"k and Dam 	TR H-69-11 H-55 Wetland 
Wedge Method 	MP K-76-3 MS-7 Alaska TR Y-78-9 E-33 ~IP K-77-1 M!>-7 Gulf Coastal Plain TR Y-78-5 E-33 
IJeed Habitat Development TR D!>-78-15 E-27 Managemeflt TR M-48 Interior United States TR Y-7ll-6 E-33 jn Texas TR M-48 North Atlantic United States TR Y-78-8 E-33 
Weighing and Re~ording EquipPeninsular Florida TR Y-78-2 E-33 ment for Con'!rete llatchi ng TM 6-40'{ C-2'1 Puerto Rico TR Y-78-3 E-33 
ll·~i r 	R ll1-7 CERC-23 Soils t1P Y-74-4 E-29 :>R ll CERC-25 South Atlantic United States TR Y-78-7 E-33 TR H-11-4 H-57 West Coast States TR Y-78-4 E-33 
lJi g Creek, La. MP S-78-2 S-52 Wheel MP 4-463 M-4 Ut;euf and Tenaa;_.; River~> TH H-69-13 H-55 MP 4-626 M-5 De3i.gn TR D-78-18 E-15 MP 4-757 M-5 Jetties R 79-14 CERC-21 MP 4-758 M-6 Meramec Park Dam TR H-70-1 H-56 MP 4-828 M-6 St. Clair River MP 2-821 H-9 MP 4-870 M-6 
\I ell TM 3-425/B S-73 MP 4-940 M-7 TR 3-619/B S-79 t1P M-70-ll M-9 Arrays TR 3-619/A S-79 MP M-11-3 M-10 
TR S-77-5 S-94 MP M-73-2 M-11 Cleaning Operations TH 3-642/A-C S-81 MP M-76-17 M-14 HarbiJr, Maine TR ll-7d-18 H-69 TR 3-565 11-20 Mi:>~i.:isippi River Levees MP S-63-4/1 S-27 TR 3-D70 M-22 Sr.reen:; TM 3-250 S-61 TR 3-329 M-24 
IJell :; Hdrbor Z-11 	TR M-68-2 M-25 
liES MP 0-B-8 MS-8 TR M-70-15 M-27 Anal vt ical Hodel TR M-70-3 M-26 TR M-71-b Jq-28 Can,.,rete Streus Meter MP 5-36 MS-4 TR M-71-7 M-2B Earth Pre39ure Cell MP 4-2-30/1 1~-2 TR M-71-10 M-28 
Hi~h-Capa~ity Plane Strain 	TR M-76-9 M-32 
Shear Apparatus TR S-71-2/1 S-87 TR S-74-7 S-91 Large Bla~t Load Generator CH 1-90 W-45 Load MP 4-879 M-6 Sel !-Recordi.ne, Di.splace.aent TR M-71-10/2 M-28 
Gage MP 1-644 U-3 Lunar Vehicles MP M-70-4 M-9 Tunnel Explorer Lo'!ator System IR M-1 TR M-70-2 t1-26 Underwater Explosion Test Site TR 1-647/1 W-30 Performance rw 11-oi:l-1 M-8 VGI/RCI Criteria to Heli-TR 3-666/6 M-25 
<:!opters MP H-73-4 M-11 Sand TR M-69-2 ~~-2'J \IE!:iNET Data Communications Study Group TR M-73-1 M-29 Sy~tern SiJnulati·Jn MP K-75-1 MS-6 Track Convertible Test Rig MP M--7'1-1 M-12 
lle:.;t Wheeled Vehicle MP L!-535 M-4 ~tchafalaya Floodway Tl1 3-284 S-63 MP M-68-L! M-8 
TR 3-4ll7 S-76 TM 3-240/19 M-18 C:;lunJet Floode,atec; TM S-60 TR 3-535 M-4 Coast States TR Y-78-11 E-33 TR 3-545/2 M-20 Culebra Slides TR S-70-9/1 s-ob TR t1-70-4 M-26 German TM 3-343/63 S-68 \/heel track t4P 4-505 M-4 
'1-Ton !~AN 6Xb C~rgo Truck I·IP M-77-4 M-15 Wheelus Air Base TM 3-343/79 S-69 Terrain TR M-70-6 M-26 White Germany TR M-70-10 M-26 Amur TR A-78-2/1 Study Area MP M-78-9 M-16 /VII M-49 
MP M-78-10 M-16 TR A-78-2/2 Monroe Levee Wall TH 73-1 S-55 /VII M-50 Point Dam TR 2-815 H-53 Aquatic Plant Control CR A-76-1 M-52 
IIESTAG 	CR IJ-100 M-41 IR A-77-1 M-46 
\.JE!>TAR 	CR 4-'.)6 11-41 TR A-78-2 M-49 
WE::>TCO D-1 and D-2 Mud Control 	and 
Additives MP 4-735 S-21 M-50 vJestharnpton Beach, New York MR 79-5 CERC-12 River TM 39-1 S-55 ;/estover Air Force Base MP S-73-41 S-42 :>ands Missile Range MP S-48 IJestjJOrt Small-Boat Basin MP H-75-8 H-15 MP 4-479 S-16 TR H-72-2/3 H-58 MP 4-580 S-18 <Jet MP 4-584 S-1tl l~ed ium Cratering Experiments TR 3-699/1 S-82 HP 4-955 S-25 
109-INDEX 
!2~e____ 
~---------------Ter"!.--------------------------
Whiteman Air Force Base MP S-B-45 S-42 Wissa-Type Piezometer Probe TR S-73-2 S-95 Whitestone Narrow~, Alaska TM 68-13 V/-23 Wister Dam TR 3-508 S-77 Whi';ney Dam TM 2-263 H-37 Wolf Whittier Narrows Flood-Control Creek Dam TM 201-2 11-34 Basin R 2-112 Z-13 River MP 3-140 S-8 Wiener-Bose Theory TR M-68-1/2 M-25 TM 3-247 S-61 Wiesbaden Air Base TM 3-343/29 S-67 Floodwall TM S-611 Wildlife TR D-77-23/D E-8 TM S-65 TR D-'17-38F E-12 TM 3-297 S-61 TR D-78-15 E-15 TR 6-581 C-31 TR D-78-25/C E-16 Levee MP 3-50 s-~ TR H-74-6 M-30 Wolters Army Airfield TR ~-466/16 S-70 Habitat \/ood Airplane Landi nti Mat TM S-58 Data TR ~1-77-4/1 M-33 Woodbridge Development HP D-77-5 E-4 Suffolk, England TM 3-343/102 S-70 TR D-73-37 E-18 Virginia MP M-71-9 M-11 vii llapa Bay Z-12 Woodlawn Bridge -Foundation TM S-60 \Iilliam Bacon Oliver Lonk and Woonsocket, Rhode Island TR 2-4o8 H-42 Spillway HP C-77-5 C-24 \Ioven Wire Landing Mat TM S-58 Willow 'dRAM MP Y-73-1 E-10 Sprint~s TR 2-776 H-52 TR Y-77-1 E-32 Trees TH 27 MS-10 Wright-Patterson Air Force Base MP S-71-55 S-43 Wilman New Levee TH 8-4 S-55 Wroughton, Wiltshire, England TM 3-343/116 S-71 Wilmington WSHR MP S-48 Harbor TM 194-1 H-34 V/urtsmith Air Force Base MP S-73-13 S-40 River Pollu:.ion TR 2-580/ iU18 Membrane Surfacing, Fort III/5 H-45 Campbell, Ky. MP 4-855 S-23 Wilson Point, Louisiana TM 1-299 s-63 Wind CR H-74-1 H-70 MP 2-64 CERC-7 TM1 CJ::AC-26 X-Band Antenna Site, 1/aldorf, Action TM 119 CERC-43 Maryland 11P 4-617 S-19 Code TM 68-1 \j-23 XC-142A Aircraft Flight Tests Deposited Soils CR 4-6/5 M-39 Landing Strip Evaluations MP 4-931 3-25 Driven XM-1 Chrysler and General Ci r'cul at ion Analysis MP H-76-3/ l~otors Tanks MP M-77-9 M-15 17/7 H-15 XM-18 Landine; Mat IR S-69-3 S-2 MP H-76-3/ MP S-70-5 S-32 17/9 H-16 MP S-72-16 S-37 Currents CR H-75-1/ MP S-76-23 S-50 1'7/5 H-70 XM18E1 Landine; Mat MP S-69-51 S-31 Effects MP H-73-2 H-19 XM18Q Landing Mat MP S-74-14 S-45 Fetch TM 83 CERC-41 XM19 Landing Mat IR S-69-4 S-2 Generated MP S-70-21 S-13 Gravity 1/aves TH 118 CERC-43 MP S-72·-4 S-36 'vJaves TM 67 CERC-40 MP S-72-16 S-37 T~\ 80 CEHC-41 MP S-74-12 3-45 TP 76-12 CERC-30 MP S-76-23 S-50 Gre<Jt Lakes MP H-76-12 H-16 Xl420 Hodographs TM 68-1 \j-23 Landing Mat MP S-69-39 S-30 Induced \Javes CR 2-1/14 H-74 MP S-'70-6 S-32 Setup TM 27 CERC-38 and XM20E1 Landing Mats MP S-72-"39 S-3U TM 122 CERC-43 XM559E1 GOER Tests TR M-70-3 M-26 Shear Stress TM 74 CERC-40 XM718/741 Remote Anti-Armor Stress n1 25 CERC-38 l~ine System MP M-77-6 H-15 TM 93 CERC-41 XM759 Logistical Carrier MP 4-940 M-7 Tides MP 2-65 H-4 MP M-70-9 M-9 TM 61 CERC-40 TR 3-808 M-25 TM 95 CERC-42 XMUPGENS (Auxiliary Data Codes) MP E-74-1 .1-10
1
TM 123 CERC-4:l X-radiography MP. 3-918 S-25 Have CETA 77-6 CERC-2 X-ray R 83-2 CERC-23 Diffraction CT lAC-4 C-40 TM 51 CERC-39 MP C-72-2 C-19 Tl~ 72 CERC-40 MP C-76-5 C-23 ™81 CERC-41 Data CTIAC-31 C-42 Propagation TP 77-12 CERC-31 MP C-78-7 C-26 Windr,lill Point Marsh Develop-Emission ment Site, James River TR D-77-23 E-8 Analysis of Portland Cement MP C-68-2 C-15 Winfield Locks, Kanawha River MP H-77-1 H-17 Spectroscopy MP 6-604 C-9 Wine;-Tip Vortex ~IP S-73-61 S-43 Measurement of Soil Densities MP S-72-1 S-36 'dire Rope TR C-69-3/2 C-36 
110-INDEX 
Term 
XV5A Aircraft Flight Tests Landing Stri{.-Evaluations MP 4-844 S-23 XW 18 ~1ernbrane IR S-70-4 S-3 TR S-73-3 S-89 
Yaw Angle TR M-71-7 M-28 Yazoo Ba,kwater Project MP 6-523 C-8 Basin INR 5 Z-4 TR 3-480 S-76 Ci.ty Pumping Station TR 3-524 S-77 Hi.ver INR 1 Z-4 INR 4 Z-4 Basin MP 3-215 S-9 TR Y-7b-2 E-32 /F Z-3 Yerba Buena Island TM 11b-1 S-56 Yi.eldable Ro"k Bolts TR S-76-14 S-93 Yorkshire, En~land TM 3-343/ 94-93 S-10 Young's Modulus MP C-bB-3 C-15 MP S-78-12 S-53 Yuma, Ari. zona TM 3-240/4 M-17 Analogs No.1 CR 3-11/1 M-42 No.2 CR 3-11/2 M-42 No.3 CR 3-11/3 M-42 No.4 CR 3-11/4 M-42 No.5 CH 3-ll/5 M-42 No.6 CH 3-11/6 M-42 No.7 CR 3-11/7 M-42 No.8 CR 3-11/8 M-42 Climate CR 3-11 M-42 Proving Ground MP M-77-10 M-15 Sand TR 3-1>66/<! M-22 Terrain TR 3-630 S-80 Test Station Area CR 3-~4 M-39 
Zaragoza, Spain TM 3-343/76 S-69 Zero Maintenance Paving Materials MP C-77-14 C-25 Slump Concrete t1P S-76-16 S-49 Zinc in Sediments MP D-76-18 E-3 Zooplankton TR D-77-30/D E-11 Assemblages Tf( D-77-6/E f-6 ZULU TM 65-9 11-20 II TM 68-9 11-23 Tt1 69-3 ~1-24 
TH 3 \i-28 TR 5 W-28 Charges TM 66-14 W-21 TM 66-15 vl-21 Crater Dimensions TM 66-18 Vl-22 Moist Sand TM 66-5 W-21 
*U.S. 
GOVERNMENT PRINTING OFFICE: 1987-BS-118 Region 4.