Waterways Experiment Station Technical Report S Inventory
 Share
The version of the browser you are using is no longer supported. Please upgrade to a supported browser.Dismiss

 
View only
 
 
ABCDEFGHIJKLMNOPQRSTUVWXYZAAAB
1
Box No.Barcode
Report No.
SuffixTitle
OCLC No. Print
OCLC No. Electronic
Serial Info
HT/UNT StatusHT/UNT URL LinkComments
2
WatExpStaBox01839015086524900S-77-12Airfield pavement smoothness requirements : final report /3739312909081575Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524900;view=1up;seq=1
3
WatExpStaBox01839015086519504S-76-08Analysis of behavior of expansive soil foundations /2390115909081424Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519504;view=1up;seq=1
4
WatExpStaBox01539015086519231S-68-07Analysis of data from instrumentation program, Port Allen Lock /4151811898312962Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519231;view=1up;seq=1
5
WatExpStaBox01839015086524942S-77-08Analysis of permanent deformations of flexible airport pavements : final report /3571618909081604Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524942;view=1up;seq=1
6
WatExpStaBox01539015086519355S-73-04Analysis of stress and strain distributions in triaxial tests using the method of finite elements /4154630898313032Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519355;view=1up;seq=1
7
WatExpStaBox01839015086524983S-76-17Behavioral characteristics of gravelly sand and crushed limestone for pavement design : final report /3367401881891293Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524983;view=1up;seq=1
8
UNTWatExpStaBox3TechRepSUNTS-76-07Changeable interaction between soils and pressure cells : tests and reviews at the Waterways Experiment Station /2486785888227274Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303955/
9
WatExpStaBox01839015086519611S-74-08rept. 2Comparative performance of structural layers in pavement systems : volume II, analysis of test section data and presentation of design and construction procedures : final report /3865893909081493Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519611;view=1up;seq=1
10
WatExpStaBox01839015086519629S-74-08rept. 4Comparative performance of structural layers in pavement systems : volume IV, analysis of insulating layers in pavement test sections, final report /3182180909081482Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519629;view=1up;seq=1
11
WatExpStaBox01839015086524835S-78-09Comparison between the strengths of undisturbed and reconstituted sands from Niigata, Japan /4372726909002749Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524835;view=1up;seq=1
12
UNTWatExpStaBox2TechRepSUNTS-70-02Correlation of backswamp sediments : Atchafalaya test section VI, Atchafalaya levee system, Louisiana /4126274888219036AVAILABLE IN UNT 5/17/16; Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303948/
13
WatExpStaBox01839015086524827S-78-10Cyclic strength of undisturbed sands from Niigata, Japan /4316466909002395Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524827;view=1up;seq=1
14
WatExpStaBox01839015086524876S-78-03Damage to dams from nuclear weapons effects (formerly ESSEX II) : vulnerability of an earth dam to buried explosions, preliminary studies : final report /4160468908122941Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524876;view=1up;seq=1
15
WatExpStaBox01839015086524918S-77-11Design and construction of continuously reinforced concrete airport pavements : final report /3950279909002576Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524918;view=1up;seq=1
16
WatExpStaBox01539015086519256S-68-09Design and evaluation of a device for determining the one-dimensional compression characteristics of soils subjected to impulse-type loads /4126283898386800Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519256;view=1up;seq=1
17
WatExpStaBox01839015086524843S-78-08Deterioration and reliability of pavements /4259426910096913Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524843;view=1up;seq=1
18
WatExpStaBox01839015086519546S-76-02Determination of rock mass permeability : final report /2084432909081499Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519546;view=1up;seq=1
19
WatExpStaBox01539015086519413S-71-15Development of a dynamic high-pressure triaxial test device /4151797898313094Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519413;view=1up;seq=1
20
WatExpStaBox01839015086519587S-75-09rept. 1Development of a projectile penetration theory : report 1, penetration theory for shallow to moderate depths /3423233909002591Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519587;view=1up;seq=1
21
WatExpStaBox01839015086519595S-75-09rept. 2Development of a projectile penetration theory : report 2, deep penetration theory for homogeneous and layered targets /2847840909002637Search Only HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519595;view=1up;seq=1
22
WatExpStaBox01839015086519553S-76-01Dynamic analysis of Fort Peck Dam : final report /2180950909081409Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519553;view=1up;seq=1
23
WatExpStaBox01539015086519389S-72-06Dynamic response of rectangular footings in clay and sand /2800382898313060Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519389;view=1up;seq=1
24
WatExpStaBox01539015086519454S-71-14rept. 1Earth vibration effects and abatement for military facilities : Report 1, site selection for ground motion studies /2807478898313045Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519454;view=1up;seq=1
25
WatExpStaBox01539015086519447S-71-14rept. 2Earth vibration effects and abatement for military facilities : Report 2, the particle motion field generated by the torsional vibration of a circular footing on sand /2842053898386439Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519447;view=1up;seq=1
26
WatExpStaBox01539015086519439S-71-14rept. 3Earth vibration effects and abatement for military facilities : report 3 : analysis method for footing vibrations through layered media /4154657898313046Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519439;view=1up;seq=1
27
WatExpStaBox01839015086519512S-76-04Effect of backfill compaction on design criteria for hardened facilities : results of soil-structure interaction calculations for dry types l and ll backfill materials /2323664909983248Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519512;view=1up;seq=1
28
UNTWatExpStaBox3TechRepSUNTS-78-05Effect of backfill property and airblast variations on the external loads delivered to buried box structures : final report /4403496888227802Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303956/
29
WatExpStaBox01539015086519645S-73-06Effect of constitutive properties of earth media on outrunning ground shock from large explosions /2827158898386517Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519645;view=1up;seq=1
30
WatExpStaBox01539015086519405S-72-02Effect of grid size on cutoff frequency in the numerical solution of an elastic one-dimensional wave propagation problem /4151872898313095Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519405;view=1up;seq=1
31
WatExpStaBox01839015086525022S-76-11Effect of horizontal reinforcement on stability of earth masses /2847474909081410Search Only HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086525022;view=1up;seq=1
32
WatExpStaBox01539015086519314S-70-03Effect of saturation on dynamic response of footings in sand /4154592897085712Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519314;view=1up;seq=1
33
WatExpStaBox01539015086519249S-68-08Effect of shallow burial on load-displacement-time response of square footings in clay under impulsive loading /4154637898312963Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519249;view=1up;seq=1
34
WatExpStaBox01839015086524793S-78-16Effect of shear stress on dynamic bulk modulus of sand /4455709909081412Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524793;view=1up;seq=1
35
UNTWatExpStaBox3TechRepSUNTS-75-13Effects of anisotropic versus isotropic consolidation in consolidated-undrained triaxial compression tests of cohesive soils /2802594888226085Not in UNT 3/14/2017, 5/26/2015part of the duplicate barcode problem; when in UNT need correct barcode in the inventory and in the OCLC record
36
WatExpStaBox01539015086519272S-69-06Effects of relative density and pulse duration on dynamic response of footings buried in sand /4151789898313084Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519272;view=1up;seq=1
37
WatExpStaBox01839015086524934S-77-09Engineering behavior of pavement materials : state of the art : final report /3585463909081567Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524934;view=1up;seq=1
38
WatExpStaBox037TechReportS
39015094984427S-71-6Engineering properties of clay shales : report 2, residual shear strength and classification indexes of clay shales 3423197910097057Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015094984427;view=1up;seq=1
39
WatExpStaBox01539015086519488S-71-06rept. 3Engineering properties of clay shales : report 3, preliminary triaxial test program on Taylor Shale from Laneport Dam /2897238898423782Search Only HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519488;view=1up;seq=1
40
WatExpStaBox01539015086519470S-71-06rept. 4Engineering properties of clay shales : Report 4 : Laboratory and computational procedures for predictions of pore pressures in clay shale foundations / by /8956240898313003Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519470;view=1up;seq=1
41
WatExpStaBox01539015086519496S-71-06rept. 1Engineering properties of clay shales. Report 1, Development of classification indexes for clay shales /39463684897078951Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519496;view=1up;seq=1
42
WatExpStaBox01539015086519421S-71-16Evaluation of a transmitting boundary for a two-dimensional wave propagation computer code /4151756898313047Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519421;view=1up;seq=1
43
WatExpStaBox01839015086524959S-77-07Evaluation of laboratory suction tests for prediction of heave in foundation soils : final report /3279554909081228Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524959;view=1up;seq=1
44
WatExpStaBox01839015086525030S-76-10Evaluation of parameters affecting horizontal stability of landing mats /2567656909081494Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086525030;view=1up;seq=1
45
WatExpStaBox01539015086519363S-73-03Evaluation of redesigned XW18 membrane and accessories /4154610898313061Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519363;view=1up;seq=1
46
WatExpStaBox01839015086525014S-76-14Evaluation of the design and applications of yieldable rock bolts /2721062909081501Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086525014;view=1up;seq=1
47
WatExpStaBox01839015086524819S-78-11Fabric analysis of undisturbed sands from Niigata, Japan /4371490909002441Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524819;view=1up;seq=1
48
UNTWatExpStaBox3TechRepSUNTS-78-17Feasibility study of an earth melting penetrator system for geoprospecting tunnel right-of-ways /4866437888229228Not in UNT 3/14/2017, 5/26/2015part of the duplicate barcode problem; when in UNT need correct barcode in the inventory and in the OCLC record
49
WatExpStaBox01839015086524967S-77-06Finite element analysis of a reinforced earth wall : final report /3217862909081421Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524967;view=1up;seq=1
50
WatExpStaBox01539015086519280S-69-10rept. 1Foundation investigations, NASA Mississippi Test Facility : report 1 : static and vibratory load testing of foundation piles at test stand S-IC /4151613898313081Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519280;view=1up;seq=1
51
WatExpStaBox01539015086519298S-69-10rept. 2Foundation investigations, NASA Mississippi Test Facility : report 2 : static load testing of foundation piles at test stand S-II, AI /4151626898313082Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519298;view=1up;seq=1
52
WatExpStaBox01539015086519306S-69-10rept. 3Foundation investigations, NASA Mississippi Test Facility : report 3 : load transfer by foundations of S-IC and S-II test complexes during construction /4151646898313090Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519306;view=1up;seq=1
53
UNTWatExpStaBox2TechRepSUNTS-69-10 Report 4Foundation investigations, NASA Mississippi Test Facility : report 4 : dynamic behavior of piling during initial test firings on the S-IC and S-II test complexes /4151655888217571Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303947/
54
WatExpStaBox01839015086524926S-77-10General deformation (elastic and inelastic) and stress distribution theory in soils : final report /3367430909081565Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524926;view=1up;seq=1
55
WatExpStaBox01839015086519520S-76-05Geology and geotechnical properties of laterite gravel /79268715909081442Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519520;view=1up;seq=1
56
UNTWatExpStaBox2TechRepSUNTS-69-08Geology of backswamp deposits in the Atchafalaya basin, Louisiana /4126270888216546Not in UNT 3/14/2017, 5/26/2015part of the duplicate barcode problem; when in UNT need correct barcode in the inventory and in the OCLC record
57
WatExpStaBox01539015086519322S-71-04rept. 1Ground shock calculation parameter study : report 1 : effect of various nonlinear elastic-plastic model formulations /4145925898313091Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519322;view=1up;seq=1
58
WatExpStaBox01539015086519348S-71-04rept. 3Ground shock calculation parameter study : report 3 : influence of type of constitutive model on ground motion calculations /4145935898313093Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519348;view=1up;seq=1
59
WatExpStaBox01539015086519330S-71-04rept. 2Ground shock calculation parameter study. Report 2, Effects of various bottom boundary conditions /32753450898313092Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519330;view=1up;seq=1
60
WatExpStaBox01539015086519215S-68-06rept. 1Gyratory compaction of soil : report 1 : pit-run clay gravel, data report /4145940898313079Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519215;view=1up;seq=1
61
WatExpStaBox01539015086519223S-68-06rept. 3Gyratory compaction of soil : report 3 : crushed limestone, data report /4145946898312961Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519223;view=1up;seq=1
62
UNTWatExpStaBox3TechRepSUNTS-78-15Gyratory shear apparatus : design, testing procedures, and test results on undrained sand /4531391888228504Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303957/
63
WatExpStaBox01539015086519371S-72-12In situ tests for the determination of rock mass shear strength,1382526898386453Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519371;view=1up;seq=1
64
WatExpStaBox01839015086525048S-76-09Investigation of accelerated curing of soil-lime and lime-fly ash-aggregate mixtures /2476694909081483Search Only HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086525048;view=1up;seq=1
65
WatExpStaBox01839015086524868S-78-06Investigation of construction concepts for pavements across soft ground /4343335909002669Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524868;view=1up;seq=1
66
WatExpStaBox01839015086524975S-77-01Investigation of construction techniques for tactical bridge approach roads across soft ground /2882063909002186Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524975;view=1up;seq=1
67
WatExpStaBox01839015086519561S-75-16Investigation of K₀ testing in cohesionless soils : final report /4151829909002562Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519561;view=1up;seq=1
68
WatExpStaBox01839015086519538S-76-03Iterative layered elastic computer program for rational pavement design /2486445909081250Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519538;view=1up;seq=1
69
UNTWatExpStaBox3TechRepSUNTS-73-10 Report 1Material property investigation for Project Middle Gust, Events I, II, and III : Report 1, subsurface exploration and laboratory test results /2822861888224470Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303951/
70
UNTWatExpStaBox3TechRepSUNTS-73-11 Report 1Material property investigation for Project Middle Gust, Events IV and V : Report 1, subsurface exploration and laboratory test results /2822923888223430Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303950/
71
WatExpStaBox01539015086519264S-69-03Model study of dynamically loaded square footings on dry sand /4154645898313083Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519264;view=1up;seq=1
72
WatExpStaBox01539015086519637S-73-12Model study of the response of silo-type structures in dry sand under one-dimensional plane wave loading /2814200898386490Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519637;view=1up;seq=1
73
WatExpStaBox01539015086519462S-71-12One-dimensional plane wave propagation code for layered nonlinear hysteretic media /2802694898313004Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519462;view=1up;seq=1
74
WatExpStaBox01839015086525006S-76-15Pavement deterioration analysis for design and evaluation systems /2882076909081251Search Only HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086525006;view=1up;seq=1
75
UNTWatExpStaBox3TechRepSUNTS-75-11 Volume 2Pavement response to aircraft dynamic loads : volume II, presentation and analysis of data, final report /3593773888225468AVAILABLE IN UNT 5/17/16; Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303952/
76
WatExpStaBox01839015086519579S-75-11rept. 3Pavement response to aircraft dynamic loads : volume III, compendium, final report /3423194909002575Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519579;view=1up;seq=1
77
WatExpStaBox01539015086519397S-72-04Physical property and dynamic compressibility analysis of the Watching Hill Blast Range /2800464898313096Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519397;view=1up;seq=1
78
UNTWatExpStaBox3TechRepSUNTS-75-15Piping in earth dams constructed of dispersive clay : literature review and design of laboratory tests /2044032888226654Available UNT 3/14/2017, Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303954/
79
WatExpStaBox01839015086524991S-76-16Plastic and resilient properties of heavy clay under repetitive loadings /3036798909081444Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524991;view=1up;seq=1
80
WatExpStaBox01839015086524850S-78-07Predicting potential heave and heave with time in swelling foundation soils /4258756909002777Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524850;view=1up;seq=1
81
WatExpStaBox01839015086524801S-78-12Response of linear elastic transverse-isotropic media to borehole pressuremeter loadings : final report /4397285909081413Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524801;view=1up;seq=1
82
WatExpStaBox01539015086519207S-68-04Sidewall friction reduction in static and dynamic small blast load generator tests /4154581898386773Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519207;view=1up;seq=1
83
WatExpStaBox01839015086519603S-74-12Steel fibrous concrete for airport pavement applications : final report /4154621910096603Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086519603;view=1up;seq=1
84
WatExpStaBox01839015086524892S-78-01Strength and deformation properties of rock fill : final report /3759459909002826Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524892;view=1up;seq=1
85
UNTWatExpStaBox2TechRepSUNTS-70-09 Report 3Study of clay shale slopes along the Panama Canal : report 3 : engineering analyses of slides and strength properties of clay shales along the Gaillard Cut /4106472888219899AVAILABLE IN UNT 5/17/16; Not in UNT 5/26/2015http://digital.library.unt.edu/ark:/67531/metadc303949/
86
WatExpStaBox01839015086524884S-78-02Study of feasibility of using Wissa-type piezometer probe to identify liquefaction potential of saturated fine sands : final report /3878798909002753Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086524884;view=1up;seq=1
87
WatExpStaBox037TechReportS
39015094984724S-70-05Thickness requirements for unsurfaced roads and airfields; bare base support, project 3782-65,125945910097386Available HT 5/26/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015094984724;view=1up;seq=1
88
Loading...
Main menu