No.SubjectAuthorsDate/YearCode Lib.
1-1CONSTITUTIVE MODELING OF CONCRETE USING ANEW FAILURE CRITETIONG. Sankarashubramnian and RajasekaranAugust 1994PE-0001
1-2NEURAL NETWORK: AN ALTERNATIVE TO PILE DRIVING FORMULASW. T. CHAN, Y. K. CHOW AND L. F. LIU1995PE-0001
1-3 STRESS -STRAIN MODELING OF SAND-USING ARTIFICIAL NEURAL NETWORKSG. W. ELLIS, C. YAO, R. ZHAO AND PENUMADUMAY 1995PE-0001
1-4AUTOPROGRESSIVE TRAINING OF NEURAL NETWORK CONSTITUTIVE MODELSJAMSHID GHABOUSSI, DAVID A. PECKNOLD, MINGFU ZHANG AND RAMI M. HAJ-ALI1998PE-0001
1-5MODELING TUNNEL BORING MACHINE PERFORMANCE BY NEURO-FUZZY METHODSM. ALVAREZ GRIMA, P. A. BRUINES AND P. N. W. VERHOEF2000PE-0001
2-1THE ROLE OF MODELING IN GEOTECHNICAL EARTHQUAKE ENGINEERINGI M. IDRISS2001PE-0002
2-2MODELLING OF LIQUEFACTION AND LATERRAL SPREADINGS P GOPAL MADABHUSHI, B TEYMUR, S K HAIGH AND A J BRENNANPE-0002
2-3CHALLENGES IN COMPUTATIONAL MODELING OF LIQUEFACTION-INDUCED GROUND DEFORMATIONSZHAOHUI YANG AND AHMED ELGAMALPE-0002
2-4RECENT DEVELOPMENT IN COMPUTER SIMULATION AND VISUALIZATION FOR GEOTECHNICAL EARTHQUAKE ENGINEERING PROBLEMSBORIS JEREMICPE-0002
2-5USE OF NUMERICAL SIMULATION IN THE DEVELOMENT OF EMPIRICAL PREDICTIONS OF LIQUEFACTION BEHAVIORSTEVEN L. KRAMER AND DAVID A. BASKAPE-0002
2-6SOIL SYSTEMS IDENTIFICATION USING EARTHQUAKE RECORDS AND EXPERIMENTAL DATAMOURAD ZEGHALPE-0002
2-7STATIC AND DYNAMIC BEHAVIOR OF UNSATURATED SOILS USING THE THEORY OF MIXTURES WITH INTERFACESKANTHASAMY K. MURALEETHARAN AND CHANGF WEIPE-0002
2-8SEISMIC PERFORMANCE-BASED DESIGN OF PORT STRUCTURES AND SIMULATION TECHNIQUESSSUMU LAIPE-0002
2-9CONSTITUTIVE MODELING IN EARTHQUKE SIMULATIONSTEIN STURE AND HON-YIM KOPE-0002
2-10ISSUES IN MATHEMATICAL MODELING OF STATIN OF STATIC AND DYNAMIC LIQUEFACTION AS A NON-LOCAL INSTABILITY PROBLEMSRONALDO I. BORJAPE-0002
2-11EARTHQUAKE SIMULATION IN GEOTECHNICAL ENGINEERING: APPLICATION AND RESEARCH NEEDS TO IMPROVE STATE OF PRACTICEK. ARULMOLIPE-0002
2-12DISCUSSION GROUP ON SOIL-STRUCTURES INTERACTION: EXPERIMENTAL STUDIES AND NUMERICAL SIMULATIONJ. PESTANA, ED IDRISS, R. DOBRY, J. BIELAK, R. PAK, R. ANANDARAJAH, M. MANZARI, R. BORJA AND B. JEREMICPE-0002
3DESCRIPTION OF AND APPLICATIONS FOR GROUTS USED IN THE CIVIL ENGINEERING FIELD.BY: J.G.TDEC. 1996PE-0003
4PRELIMINARY REPORT KOCAELI (IZMIT) EARTHQUAKE OF 17 AUGUST 1999C. SCAWTHORNPE-0004
5RECENT ADVANCES IN SOIL LIQUEFACTION ENGINEERING AND SEISMIC SITE RESPONSE EVALUATIONSEED, R. B.- CETIN, K. O.- MOSS, R. E.S.- KAMMERER, A. M.- WU, J.- PESTANA, J. M.- RIEMER, M. F.PE-0005
6-1THE CRUCIAL ISSUE OF DESIGN RESPONSIBILITY CHRISTOPHER R. HEADPE-0006
6-2مسائل تعیین دانه بندی مناسب برای فیلتر ریزدانه سدهای خاکی در مواجهه با پدیده واگرایی- مطالعه موردی سد شهید یعقوبیاورنگ فرزانهPE-0006
7REGISTRATION OF GEOTECHNICAL CONSULTANTS DR. V.V.S.RAOAugust 2003PE-0007
8HARMONIZATION OF ASIAN GEOTECHNICAL STANDARDSSHENBAGA R. KANIRAJAugust 2003PE-0008
9FUZZY SETSL. A. ZADEHPE-0009
9BIOLOGICALLY INSPIRED SOFT COMPUTING METHODS IN STRUCTURAL MECHANICS AND ENGINEERING JAMSHID GHABOUSSI2001PE-0009
10DAM ENGINEERING- NEW CHALLENGES SECO E PINTO, PEDRO SIMAOPE-0010
11GUIDELINES FOR SEISMIC SAFETY EVALUATION OF DAMS (DRAFT)MARCH 2005PE-0011
12-1DETECTION OF SOIL LIQUEFATION USING STORNG GROUND MOTION RECORDSMASAKATSU MIYAJIMA, MASARU KITAURA AND MASAKI YAMAMOTOPE-0012
12-2GEOTECHNICAL FACTORS IN SEISMIC DESIGN OF FOUNDATIOND STATE-OF-THE-ART REPORTMIGUEL ROMO, MANDOZA AND SILVIA R GARCIA2000PE-0012
13-1FUZZY SET THEORY AND APPLICATIONPE-0013
13-2A NEW METHOD FOR EARTHQUAKE RESPONSE OF SOFT SOIL DEPOSITE IN LOW LAND AREASA. NOOZAD, A. NOORZAD AND TABATABAEIPE-0013
14-1LIQUEFACTION-INDUCED LATERAL SPREAD FOR NEW ENGLAND SEISMICITYC. SOYDEMIR PE-0014
14-2EFFECT OF SOIL NONLINEARITY ON NATURAL FREQUENCY RESPONSE OF STRUCTURESSANJEEV KUMAR AND SHAMSHER PRAKASHPE-0014
14-3USE OF LIQUEFACTION CASE HISTORIES TO STUDY A MAJOR HISTORICAL EARTHQUAKE IN NEW ENGLANDPEDRO A. DE ALBA AND CHRISPHER ELLISPE-0014
14-4SEISMICALLY-INDUCED DEFORMATION OF EMBANKMENT DAMSJAMES R. SWAISGOODPE-0014
14-5A MEASURE OF DYNAMIC RESPONSE FOR SEISMIC RESPONSE ANALYSIS OF CONCRETE DAMSKIANOOSH HATAMIPE-0014
15STATE OF THE PRACTICE OF SEISMIC HAZARD EVALUATIONNORMAN A. ABRAHAMSONPE-0015
16PRELIMINARY RECONNAISSANCE REPORT ON THE GEOTECHNICAL ENGINEERING ASPECTS OF THE JANUARY 21, 2003 COLIMA, MEXICO EARTHQUAKEREPORT OF THE NATIONAL SCIENCE FOUNDATION-SPONSORED GEOTECHNAL RECONNAINNAISSANCE TEAMPE-0016
17SEISMIC ASPECTS OF DAM DESIGNMARTIN WIELANDPE-0017
18MODEL DEVELOPMENT FROM MEASURED SEISMIC BEHAVIOR OF EARTH-ROCKFILL DAMSMIGUEL PEDRO ROMO ORGANISTAPE-0018
19DESIGN AND CONSTRUCTION OF FILTERS IN EMBANKMENT DAMSALI NOORZAD1993PE-0019
20WAVE-INDUCED LIQUEFACTION OF SEABED DEPOSITS AND ITS EFFECT ON THE INTEGRITY OF NEAR-SHORE STRUCTURESALI NOORZAD1995PE-0020
21REMEDIATION OPTION FOR AN EMBANKMENT DAM ON LIQUEFIABLE FOUNDATION VLAD PERLEA, DAVID MATHEWS AND WILLIAM EMPSONPE-0021
22WAVE PROPAGATION IN SOLIDSEARTHQUAKE RESEARCH INSTITUTE2000PE-0022
23RATING OF DAM SAFETY DEFECTS2004PE-0023
23APPENDIX: METHODS CURRENTLY USED FOR RISK ASSESSMENT OF DAM SAFETY WORLD-WIDEPE-0023
24EARTHQUAKE SAFETY OF CONCRETE DAMS AND SEISMIC DESING CRITERIA FOR MOJOR DAM PROJECTSMARTIN WIELANDPE-0024
24RUSSIAN FEDERAL STANDARD REQUIREMENTS FOR DESIGN OF LARGE DAMS IN SEISMIC ZONEPE-0024
25CONSTITUTIVE MODELING FOR GEOLOGIC MATERIALS: SIGNIFICANCE AND DIRECTIONSCHANDRA DESAIPE-0025
25GENERAL STRENGTH CRITERION FOR GEOMATERIALSM. D. LIU, J. P. CARTERPE-0025
25ASSOCIATED AND NON-ASSOCIATED ASPECTS OF THE CONSTITUTIVE LAWS FOR COUPLED ELASTIC/PLASTIC MATERIALSL.F. COLLINS2003PE-0025
26PERFORMANCE OF REINFORCED FILL PLACED OVER A LEVEL GROUND CONTAING A CIRCULAR SOFT SPOT H.B. POOROOSHASBPE-0026
26SUBSIDENCE OF REINFORCED GRAVEL MATS PLACED OVER A SINKHOLEH.B. POOROOSHASBPE-0026
26UNIFIED CRITICAL STATE SAND MODEL IN FLOW-LIQUEFACTION DEFORMATION ANALYSIS X.S. LIPE-0026
27METHODS AND TECHNIQUES FOR EFFECTIVE DAM INSPECTIONS OF EMBANKMENT STRUCTURESD.G. PROTULIPACPE-0027
28RESEEARCH AND THESIS WRITINGPE-0028
28HOW TO WRITE A PHD THESISJOE WOLFEPE-0028
28HOW TO SURVIVE A THESIS DEFENCEJOE WOLFEPE-0028
28SOME HINTS ON MATHEMATICAL STYLE DAVID GOSSPE-0028
28HOW TO HAVE YOUR ABSTRACT REJECTEDMARY-CLAIRE VAN LEUNEN AND RICHARD LIPTONPE-0028
29EARTHQUAKESPE-0029
29GROUT CURTAIN CUT-OFF AND DRAINNAGES TURKWEL DAM WEST POKOT DISTRICT-KENYAPE-0029
30A REVIEW OF RECENT STUDIEST OF TRIGGERED EARTHQUAKES BY ARTIFICIAL WATER RESERVOIRS WITH SPECIAL EMPHASIS ON EARTHQUAKES IN KOYNA, INDIAHARSH K. GUPTAPE-0030
30CHINESS INNOVATIONS AND EXPERIENCES IN RCC DAM CONSTRUCTIONSHEN CHONGGANGPE-0030
30TECHNICAL NOTE TN#85 STRONG MOTION INSTRUMENT NETWORKSGEOSIG LTD.PE-0030
31CANADIAN DAM REGISTERD. EYREPE-0031
31SEISMICITY OF CANADA2003PE-0031
31SELECTION CRITERIA FOR SEISMIC SAFETY EVALUATIONO. DASCAL2003PE-0031
31EARTHQUAKES IN THE CHARLEVOIX SEIMIC ZONE, QUEBECM. LAMONTAGNE2003PE-0031
31SEISMIC SAFETY EVALUATION OF CONCRETE DAMS IN QUEBECP. LEGER, M. LECLERC AND R. LARIVIERE2003PE-0031
31MODELLING DAMPING FOR SEISMIC SAFETY EVALUATION OF ARCH DAMSJ. PROULX, G. R. DARBRE2003PE-0031
31WORLD BANK STRENGTHENS ITS COMMITMENT TO HYDRO AND DAMES2003PE-0031
32CONSTITUTIVE MODEL FOR STATIC LIQUEFACTION Z. MROZ, N. BOUKPETI, A. DRESCHER2003PE-0032
32NUMERICAL STUDIES OS SEEPAGE FAILURE OF SAND WITHIN A COFFERDAMN. BENMEBAREK, S. BENMEBAREK, R. KASTNER 2005PE-0032
32LIQUEFACTION ANALYSIS OF SATURATED SOILS TAKING INTO ACCOUNT VARIATION IN POROSITY AND PERMEABILITY WITH LARGE DEFORMATION YUAN DI, TADANOBU SATO2003PE-0032
32SEISMIC RESPONSE OF LARGE UNDERGROUND STRUCTURES IN LIGUEFIABLE SOILS SUBJECTED TO HORIZONTAL AND VERTICAL EARTHQUAKE EXCITATIONSHUABEI LUI, ERXIANG SONG2005PE-0032
32MODELLING THE SHEAR STRENGTH OF SOILS IN THE GENERAL STRESS SPACEK. GEORGIADIS, D.M. POTTS, L. ZDRAVKOVIC2004PE-0032
33CHARACTERIZATION OF MODELS FOR MODELS FOR TIMES-DEPENDENT BEHAVIOR OF SOILS MORTEN LIINGAARD, ANDRES AUGUSTESEN, PAUL V. LADE LADE2004PE-0033
33EVALUTION OF TIME-DEPENDENT BEHAVIOR OF SOILSMORTEN LIINGAARD, ANDRES AUGUSTESEN, PAUL V. LADE LADE2004PE-0033
34MODELING COMPRESSION BEHAVIOR OF STRUCTURED GEOMATERIALSMARTIN D. LIU, JOHN P. CARTER, CHANDRA S. DESAI2003PE-0034
34THREE-DIMENSIONAL CONSTITUTIVES MODEL FOR PARTIALLY AND FULLY SATURATED SOILSKONSTANTINOS GEORGIADIS, DAVID M. POTTS, LIDIJA ZDRAVKOVIC2005PE-0034
35COMPUTERS AND GEOTECHNIC2005PE-0035
35*MODELLING THE SHEAR STRENGTH OF SOILS IN THE GENERAL STRESS SPACEK. GEORGIADIS, D.M. POTTS, L. ZDRAVKOVIC2004PE-0035
35APPLICATION OF KINEMATICALLY ADMISSIBLE SOLUTIONS TO PASSIVE EARTH PRESSURE PROBLEMSJAN MACIEJEWKI, ANDRZEJ JAREBOWSKI2004PE-0035
36MODELLING THE WATER BUDGET AND THE RIVERFLOWS OF THE MARITSA BASIN IN BULGARIAE. ARTINYAN, F. HABETS, J. NOILHAN, E. LEDOUX, D. DIMITROV, E. MARTIN, P. LE. MOIGNE2007PE-0036
37INTRODUCTION … 1.1-THESIS OBJECTIVEPE-0037
38IMPROVED DYNAMIC BOUNDS IN MONTE CARLO SIMULATIONSM. RAJABALINEJAD, P.H.A.J.M VAN GELDER, J.K. VRIJLINGAPRIL 2008PE-0038
38THE APPLICATION OF BAYESIAN INTERPOLATION IN MONTE CARLO SIMULATIONS M. RAJABALINEJAD, P.H.A.J.M VAN GELDER, N. VAN ERPPE-0038
38PROBABILISTIC FINITE ELEMENTS WITH DYNAMIC LIMIT BOUNDS; A CASE STUDY: 17TH STREET FLOOD WALL, NEW ORLEANSM. RAJABALINEJAD, P.H.A.J.M VAN GELDER, J.K. VRIJLING2008PE-0038
39OBJECT-ORIENTED PROBABILISTIC FINITE ELEMENT ANALYSIS AND ITS APPLICATIONSJIN-OH JEONG, CHAN COOK PARK, UK YOUN CHO1999PE-0039
39OBJECT ORIENTED FINITE ELEMENT PROBABILISTIC STREES ANALYSISFERNANDO CESAR MEIRA MENANDRO2007PE-0039
39DEVELOPMENT OF A FINITE ELEMENT BASED PROBABILISTIC TOOLRONALD F. KULAK, PAUL V. MARCHERTAS2003PE-0039
39A PROBABILISTIC FINITE ELEMENT ANALYSIS OF EMBANKMENT STABILITY UNDER TRANSIENT SEEPAGE CONDITIONSAXEL MOELLMANN, PIETER A. VERMEER, MAXIMILIAN HUBER2008PE-0039
39RELIABILITY ANALYSIS OF RIVER EMBANKMENTS USING ANALYTIACAL METHODS AND FINITE ELEMENTSAXEL MOELLMANN, PIETER A. VERMEER,ING. HABIL, BERNHARD WESTRICH2008PE-0039
39CAPABILITIES AND APPLICATIONS OF PROBABILISTIC METHODS IN FINITE ELEMENT ANALYSISDAVID S. RIHA, BEN H. THACKER, DOUGLAS A. HALL, TODD R. AUEL, SUSAN D. PRITCHARD1999PE-0039
39PROBABILISTIC SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS D.V. GRIFFITHS, GORDON A. FENTONPE-0039
40SEEPAGE THROUGH AN EARTHFILL DAM- FOUNDATION SYSTEM AND PIEZOMETRIC LEVEL CARIATION DOWNSTREAM OF THE DAM2002 PE-0040
40NAM LEAK HYDRO PROJECT OVERCOMES CHALLENGESS. W. BAUER, M. TURGEON, M. WARSON, J. CLAUS, V. VIRAVONG2003PE-0040
40GEOLOGY AND FOUNDATION TREATMENT AT INDIA'S PARBATI II HYDRO PROJECTM. M. MADAN2003PE-0040
40FOCUS ON ASIA2003PE-0040
40DELHI CONFERENCE UNDERLINES THE BENEFITS OF DAMS FOR THE DEVELOPMENTING WORLD2003PE-0040
40MODERNIZINGTHE CONTROL SYSTEMS ATTWO GERMAN PLANTSH-J. HANKE, G. SCHNEIDER2003PE-0040
40THE CHALLENGE FOR BRITISH DAM ENGINEERS- THE GEOFFREY BINNIE LECTURE 2002G. P. SIMS2003PE-0040
41DESCRIPTION OF FLOW OF SAND USING STATE PARAMETERS HORMOZ B. POOROOSHASB1989PE-0041
42SIMPLE PLASTICITY SAND MODEL ACCOUNTING FOR FABRIC CHANGE EFFECTSYANNIS F. DAFALIAS, MAJID T. MANZARI2004PE-0042
42A CRITICAL STATE TWO-SURFACE PLASTICITY MADEL FOR SANDSM. T. MANZARI, Y. F. DAFALIAS1997PE-0042
42ANALYSIS AND DESIGN OF INCLINED PILES USED TO PREVENT DOWNHILL CREEPH. B. POOROOSHASB, N. MIURA, ALI NOORZADPE-0042
42THE COMPACT STATE OF THE COHESIONLESS GRANULAR MEDIAH. B. POOROOSHASB, ALI NOORZADPE-0042
43INSTITUTIONAL CAPACITY DEVELOPMENT OF WATER RESOURCES MANAGEMENT IN IRANM. NIKRAVESH, R. ARDAKANIAN, S. H. ALEMOHAMMADPE-0043
44DYNAMICE CENTRIFUGE MODEL TESTS ON ASPHALT-CONCRETE CORE DAMSM. H. BAZIAR, SH. SALEMI, C. M. MERRIFIELD2009PE-0044
45RISK INDEXING TOOL TO ASSIST IN PRIORITIZING IMPROVEMENTS TO EMBANKMENT DAM INVENTORIES GLEN R. ANDERSEN, LUC E. CHOUINARD, WILLIAM H. HOVER, CHAD W. COX2001PE-0045
45PRIORITIZATION OF TEN EMBAKMENT DAMS ACCORDING TO PHYSICAL DEFICIENCIESGLEN R. ANDERSEN,CHAD W. COX, LUC E. CHOUINARD, WILLIAM H. HOVER2001PE-0045
45RANKING PROCEDURE ON MAINTENANCE TASKS FOR MONITORING OF EMBANKMENT DAMSGLEN R. ANDERSEN, LUC E. CHOUINARD, CHARLES BOUVIER, W. EDWARD BACK1999PE-0045
46THE SUPERCONVERGENCE PATCH RECOVERY TECHNIQUE AND DATA TRANSFER OPERATORS IN 3D PLASTICITY PROBLEMSA.R. KHOEI, S.A. GHAREHBAGHI2007PE-0046
47CONCRETE FRACTURE MODELS: TESTING AND PRACTICEZDENEK P. BAZANT2005PE-0047
48THE PRINCIPLES AND APPLICATIONS OF GROUTINGH. CAMBEFORTPE-0048
49THE STRUCTURAL DESIGN OF TANG-E-SOLEYMAN DAMR.G.T. LANE1963PE-0049
50STATE OF ART OF RCD DAMS IN JAPANSHIGEYOSHI NAGATAKI, TADAHIKO FUJISAWA, HIDEAKI KAWASAKI2008PE-0050
51ANALYSIS OF SEIMSIC DAMAGE TO THE PILE FOUNDATION OF A ROAD BRIDGE CAUSED BY THE 1995 GREAT HANSHIN EARTHQUAKE PART 1: SEISMIC DAMANGE AND ITS CAUSES PART2: REMEDIAL MEASURE AND SEISMIC ISSUES REVEALED BY THE 1995 EVENTTAKASHI TAZOH, AKIRA OHTSUKI, MMASAKI FUCHIMOTO, ATSUSHI NANJO, FURITSH YASUDA, YASUO FUJII, AKINORI NAKAHIRA, CHOJI KURODAMARCH 2002PE-0051
52SLOPE STABILITY OF WASTE DUMPS AND LANDFILLS: STATE-OF-THE-ART AND FUTURE CHALLENGESKRISHNA R REDDY, B MUNWARBASHA2014PE-0052
53Fabrication and characterization of fast response pyroelectric sensors based on Fedoped PZT thin filmsFarhad Fouladi, Ehsan Javid & Yousef Seyed Jalili2016PE-0053
53DESIGN ASPECTS OF DERINER DAMSPE-0053
53LONG-TERM BEHAVIOUR AND ENVIRONMENTALLEY FREINDY BEHABILITATION TECHNOLOGIES OF DAMSALI NOORZAD, ERICH BAUER, MOHSEN GHAEMIAN, BABAK EBRAHIMIAN2017PE-0053
53THE ROLE OF DAMES PERFORMED IN JAPAN AND THEIR FUTUREM. OKANO, N. MATSUMOTO, S. JOJIMA, H. MORI2006PE-0053
53HYDRAULIC FRACTURING: A MAIN CAUSE OF INITIATING INTERNAL EROSION IN A HIGH EARTH-ROCK FILL DAMMARTEZA SALARI, ALI AKHTARPOUR, AMIN EKRAMIFARD2018PE-0053
54NEW BULLETIN ON HARD-FILL DAMSSPANCOLDPE-0054