1-1 | CONSTITUTIVE MODELING OF CONCRETE USING ANEW FAILURE CRITETION | G. Sankarashubramnian and Rajasekaran | August 1994 | PE-0001 |
1-2 | NEURAL NETWORK: AN ALTERNATIVE TO PILE DRIVING FORMULAS | W. T. CHAN, Y. K. CHOW AND L. F. LIU | 1995 | PE-0001 |
1-3 | STRESS -STRAIN MODELING OF SAND-USING ARTIFICIAL NEURAL NETWORKS | G. W. ELLIS, C. YAO, R. ZHAO AND PENUMADU | MAY 1995 | PE-0001 |
1-4 | AUTOPROGRESSIVE TRAINING OF NEURAL NETWORK CONSTITUTIVE MODELS | JAMSHID GHABOUSSI, DAVID A. PECKNOLD, MINGFU ZHANG AND RAMI M. HAJ-ALI | 1998 | PE-0001 |
1-5 | MODELING TUNNEL BORING MACHINE PERFORMANCE BY NEURO-FUZZY METHODS | M. ALVAREZ GRIMA, P. A. BRUINES AND P. N. W. VERHOEF | 2000 | PE-0001 |
2-1 | THE ROLE OF MODELING IN GEOTECHNICAL EARTHQUAKE ENGINEERING | I M. IDRISS | 2001 | PE-0002 |
2-2 | MODELLING OF LIQUEFACTION AND LATERRAL SPREADING | S P GOPAL MADABHUSHI, B TEYMUR, S K HAIGH AND A J BRENNAN | | PE-0002 |
2-3 | CHALLENGES IN COMPUTATIONAL MODELING OF LIQUEFACTION-INDUCED GROUND DEFORMATIONS | ZHAOHUI YANG AND AHMED ELGAMAL | | PE-0002 |
2-4 | RECENT DEVELOPMENT IN COMPUTER SIMULATION AND VISUALIZATION FOR GEOTECHNICAL EARTHQUAKE ENGINEERING PROBLEMS | BORIS JEREMIC | | PE-0002 |
2-5 | USE OF NUMERICAL SIMULATION IN THE DEVELOMENT OF EMPIRICAL PREDICTIONS OF LIQUEFACTION BEHAVIOR | STEVEN L. KRAMER AND DAVID A. BASKA | | PE-0002 |
2-6 | SOIL SYSTEMS IDENTIFICATION USING EARTHQUAKE RECORDS AND EXPERIMENTAL DATA | MOURAD ZEGHAL | | PE-0002 |
2-7 | STATIC AND DYNAMIC BEHAVIOR OF UNSATURATED SOILS USING THE THEORY OF MIXTURES WITH INTERFACES | KANTHASAMY K. MURALEETHARAN AND CHANGF WEI | | PE-0002 |
2-8 | SEISMIC PERFORMANCE-BASED DESIGN OF PORT STRUCTURES AND SIMULATION TECHNIQUES | SSUMU LAI | | PE-0002 |
2-9 | CONSTITUTIVE MODELING IN EARTHQUKE SIMULATION | STEIN STURE AND HON-YIM KO | | PE-0002 |
2-10 | ISSUES IN MATHEMATICAL MODELING OF STATIN OF STATIC AND DYNAMIC LIQUEFACTION AS A NON-LOCAL INSTABILITY PROBLEMS | RONALDO I. BORJA | | PE-0002 |
2-11 | EARTHQUAKE SIMULATION IN GEOTECHNICAL ENGINEERING: APPLICATION AND RESEARCH NEEDS TO IMPROVE STATE OF PRACTICE | K. ARULMOLI | | PE-0002 |
2-12 | DISCUSSION GROUP ON SOIL-STRUCTURES INTERACTION: EXPERIMENTAL STUDIES AND NUMERICAL SIMULATION | J. PESTANA, ED IDRISS, R. DOBRY, J. BIELAK, R. PAK, R. ANANDARAJAH, M. MANZARI, R. BORJA AND B. JEREMIC | | PE-0002 |
3 | DESCRIPTION OF AND APPLICATIONS FOR GROUTS USED IN THE CIVIL ENGINEERING FIELD. | BY: J.G.T | DEC. 1996 | PE-0003 |
4 | PRELIMINARY REPORT KOCAELI (IZMIT) EARTHQUAKE OF 17 AUGUST 1999 | C. SCAWTHORN | | PE-0004 |
5 | RECENT ADVANCES IN SOIL LIQUEFACTION ENGINEERING AND SEISMIC SITE RESPONSE EVALUATION | SEED, R. B.- CETIN, K. O.- MOSS, R. E.S.- KAMMERER, A. M.- WU, J.- PESTANA, J. M.- RIEMER, M. F. | | PE-0005 |
6-1 | THE CRUCIAL ISSUE OF DESIGN RESPONSIBILITY | CHRISTOPHER R. HEAD | | PE-0006 |
6-2 | مسائل تعیین دانه بندی مناسب برای فیلتر ریزدانه سدهای خاکی در مواجهه با پدیده واگرایی- مطالعه موردی سد شهید یعقوبی | اورنگ فرزانه | | PE-0006 |
7 | REGISTRATION OF GEOTECHNICAL CONSULTANTS | DR. V.V.S.RAO | August 2003 | PE-0007 |
8 | HARMONIZATION OF ASIAN GEOTECHNICAL STANDARDS | SHENBAGA R. KANIRAJ | August 2003 | PE-0008 |
9 | FUZZY SETS | L. A. ZADEH | | PE-0009 |
9 | BIOLOGICALLY INSPIRED SOFT COMPUTING METHODS IN STRUCTURAL MECHANICS AND ENGINEERING | JAMSHID GHABOUSSI | 2001 | PE-0009 |
10 | DAM ENGINEERING- NEW CHALLENGES | SECO E PINTO, PEDRO SIMAO | | PE-0010 |
11 | GUIDELINES FOR SEISMIC SAFETY EVALUATION OF DAMS (DRAFT) | | MARCH 2005 | PE-0011 |
12-1 | DETECTION OF SOIL LIQUEFATION USING STORNG GROUND MOTION RECORDS | MASAKATSU MIYAJIMA, MASARU KITAURA AND MASAKI YAMAMOTO | | PE-0012 |
12-2 | GEOTECHNICAL FACTORS IN SEISMIC DESIGN OF FOUNDATIOND STATE-OF-THE-ART REPORT | MIGUEL ROMO, MANDOZA AND SILVIA R GARCIA | 2000 | PE-0012 |
13-1 | FUZZY SET THEORY AND APPLICATION | | | PE-0013 |
13-2 | A NEW METHOD FOR EARTHQUAKE RESPONSE OF SOFT SOIL DEPOSITE IN LOW LAND AREAS | A. NOOZAD, A. NOORZAD AND TABATABAEI | | PE-0013 |
14-1 | LIQUEFACTION-INDUCED LATERAL SPREAD FOR NEW ENGLAND SEISMICITY | C. SOYDEMIR | | PE-0014 |
14-2 | EFFECT OF SOIL NONLINEARITY ON NATURAL FREQUENCY RESPONSE OF STRUCTURES | SANJEEV KUMAR AND SHAMSHER PRAKASH | | PE-0014 |
14-3 | USE OF LIQUEFACTION CASE HISTORIES TO STUDY A MAJOR HISTORICAL EARTHQUAKE IN NEW ENGLAND | PEDRO A. DE ALBA AND CHRISPHER ELLIS | | PE-0014 |
14-4 | SEISMICALLY-INDUCED DEFORMATION OF EMBANKMENT DAMS | JAMES R. SWAISGOOD | | PE-0014 |
14-5 | A MEASURE OF DYNAMIC RESPONSE FOR SEISMIC RESPONSE ANALYSIS OF CONCRETE DAMS | KIANOOSH HATAMI | | PE-0014 |
15 | STATE OF THE PRACTICE OF SEISMIC HAZARD EVALUATION | NORMAN A. ABRAHAMSON | | PE-0015 |
16 | PRELIMINARY RECONNAISSANCE REPORT ON THE GEOTECHNICAL ENGINEERING ASPECTS OF THE JANUARY 21, 2003 COLIMA, MEXICO EARTHQUAKE | REPORT OF THE NATIONAL SCIENCE FOUNDATION-SPONSORED GEOTECHNAL RECONNAINNAISSANCE TEAM | | PE-0016 |
17 | SEISMIC ASPECTS OF DAM DESIGN | MARTIN WIELAND | | PE-0017 |
18 | MODEL DEVELOPMENT FROM MEASURED SEISMIC BEHAVIOR OF EARTH-ROCKFILL DAMS | MIGUEL PEDRO ROMO ORGANISTA | | PE-0018 |
19 | DESIGN AND CONSTRUCTION OF FILTERS IN EMBANKMENT DAMS | ALI NOORZAD | 1993 | PE-0019 |
20 | WAVE-INDUCED LIQUEFACTION OF SEABED DEPOSITS AND ITS EFFECT ON THE INTEGRITY OF NEAR-SHORE STRUCTURES | ALI NOORZAD | 1995 | PE-0020 |
21 | REMEDIATION OPTION FOR AN EMBANKMENT DAM ON LIQUEFIABLE FOUNDATION | VLAD PERLEA, DAVID MATHEWS AND WILLIAM EMPSON | | PE-0021 |
22 | WAVE PROPAGATION IN SOLIDS | EARTHQUAKE RESEARCH INSTITUTE | 2000 | PE-0022 |
23 | RATING OF DAM SAFETY DEFECTS | | 2004 | PE-0023 |
23 | APPENDIX: METHODS CURRENTLY USED FOR RISK ASSESSMENT OF DAM SAFETY WORLD-WIDE | | | PE-0023 |
24 | EARTHQUAKE SAFETY OF CONCRETE DAMS AND SEISMIC DESING CRITERIA FOR MOJOR DAM PROJECTS | MARTIN WIELAND | | PE-0024 |
24 | RUSSIAN FEDERAL STANDARD REQUIREMENTS FOR DESIGN OF LARGE DAMS IN SEISMIC ZONE | | | PE-0024 |
25 | CONSTITUTIVE MODELING FOR GEOLOGIC MATERIALS: SIGNIFICANCE AND DIRECTIONS | CHANDRA DESAI | | PE-0025 |
25 | GENERAL STRENGTH CRITERION FOR GEOMATERIALS | M. D. LIU, J. P. CARTER | | PE-0025 |
25 | ASSOCIATED AND NON-ASSOCIATED ASPECTS OF THE CONSTITUTIVE LAWS FOR COUPLED ELASTIC/PLASTIC MATERIALS | L.F. COLLINS | 2003 | PE-0025 |
26 | PERFORMANCE OF REINFORCED FILL PLACED OVER A LEVEL GROUND CONTAING A CIRCULAR SOFT SPOT | H.B. POOROOSHASB | | PE-0026 |
26 | SUBSIDENCE OF REINFORCED GRAVEL MATS PLACED OVER A SINKHOLE | H.B. POOROOSHASB | | PE-0026 |
26 | UNIFIED CRITICAL STATE SAND MODEL IN FLOW-LIQUEFACTION DEFORMATION ANALYSIS | X.S. LI | | PE-0026 |
27 | METHODS AND TECHNIQUES FOR EFFECTIVE DAM INSPECTIONS OF EMBANKMENT STRUCTURES | D.G. PROTULIPAC | | PE-0027 |
28 | RESEEARCH AND THESIS WRITING | | | PE-0028 |
28 | HOW TO WRITE A PHD THESIS | JOE WOLFE | | PE-0028 |
28 | HOW TO SURVIVE A THESIS DEFENCE | JOE WOLFE | | PE-0028 |
28 | SOME HINTS ON MATHEMATICAL STYLE | DAVID GOSS | | PE-0028 |
28 | HOW TO HAVE YOUR ABSTRACT REJECTED | MARY-CLAIRE VAN LEUNEN AND RICHARD LIPTON | | PE-0028 |
29 | EARTHQUAKES | | | PE-0029 |
29 | GROUT CURTAIN CUT-OFF AND DRAINNAGES TURKWEL DAM WEST POKOT DISTRICT-KENYA | | | PE-0029 |
30 | A REVIEW OF RECENT STUDIEST OF TRIGGERED EARTHQUAKES BY ARTIFICIAL WATER RESERVOIRS WITH SPECIAL EMPHASIS ON EARTHQUAKES IN KOYNA, INDIA | HARSH K. GUPTA | | PE-0030 |
30 | CHINESS INNOVATIONS AND EXPERIENCES IN RCC DAM CONSTRUCTION | SHEN CHONGGANG | | PE-0030 |
30 | TECHNICAL NOTE TN#85 STRONG MOTION INSTRUMENT NETWORKS | GEOSIG LTD. | | PE-0030 |
31 | CANADIAN DAM REGISTER | D. EYRE | | PE-0031 |
31 | SEISMICITY OF CANADA | | 2003 | PE-0031 |
31 | SELECTION CRITERIA FOR SEISMIC SAFETY EVALUATION | O. DASCAL | 2003 | PE-0031 |
31 | EARTHQUAKES IN THE CHARLEVOIX SEIMIC ZONE, QUEBEC | M. LAMONTAGNE | 2003 | PE-0031 |
31 | SEISMIC SAFETY EVALUATION OF CONCRETE DAMS IN QUEBEC | P. LEGER, M. LECLERC AND R. LARIVIERE | 2003 | PE-0031 |
31 | MODELLING DAMPING FOR SEISMIC SAFETY EVALUATION OF ARCH DAMS | J. PROULX, G. R. DARBRE | 2003 | PE-0031 |
31 | WORLD BANK STRENGTHENS ITS COMMITMENT TO HYDRO AND DAMES | | 2003 | PE-0031 |
32 | CONSTITUTIVE MODEL FOR STATIC LIQUEFACTION | Z. MROZ, N. BOUKPETI, A. DRESCHER | 2003 | PE-0032 |
32 | NUMERICAL STUDIES OS SEEPAGE FAILURE OF SAND WITHIN A COFFERDAM | N. BENMEBAREK, S. BENMEBAREK, R. KASTNER | 2005 | PE-0032 |
32 | LIQUEFACTION ANALYSIS OF SATURATED SOILS TAKING INTO ACCOUNT VARIATION IN POROSITY AND PERMEABILITY WITH LARGE DEFORMATION | YUAN DI, TADANOBU SATO | 2003 | PE-0032 |
32 | SEISMIC RESPONSE OF LARGE UNDERGROUND STRUCTURES IN LIGUEFIABLE SOILS SUBJECTED TO HORIZONTAL AND VERTICAL EARTHQUAKE EXCITATIONS | HUABEI LUI, ERXIANG SONG | 2005 | PE-0032 |
32 | MODELLING THE SHEAR STRENGTH OF SOILS IN THE GENERAL STRESS SPACE | K. GEORGIADIS, D.M. POTTS, L. ZDRAVKOVIC | 2004 | PE-0032 |
33 | CHARACTERIZATION OF MODELS FOR MODELS FOR TIMES-DEPENDENT BEHAVIOR OF SOILS | MORTEN LIINGAARD, ANDRES AUGUSTESEN, PAUL V. LADE LADE | 2004 | PE-0033 |
33 | EVALUTION OF TIME-DEPENDENT BEHAVIOR OF SOILS | MORTEN LIINGAARD, ANDRES AUGUSTESEN, PAUL V. LADE LADE | 2004 | PE-0033 |
34 | MODELING COMPRESSION BEHAVIOR OF STRUCTURED GEOMATERIALS | MARTIN D. LIU, JOHN P. CARTER, CHANDRA S. DESAI | 2003 | PE-0034 |
34 | THREE-DIMENSIONAL CONSTITUTIVES MODEL FOR PARTIALLY AND FULLY SATURATED SOILS | KONSTANTINOS GEORGIADIS, DAVID M. POTTS, LIDIJA ZDRAVKOVIC | 2005 | PE-0034 |
35 | COMPUTERS AND GEOTECHNIC | | 2005 | PE-0035 |
35 | *MODELLING THE SHEAR STRENGTH OF SOILS IN THE GENERAL STRESS SPACE | K. GEORGIADIS, D.M. POTTS, L. ZDRAVKOVIC | 2004 | PE-0035 |
35 | APPLICATION OF KINEMATICALLY ADMISSIBLE SOLUTIONS TO PASSIVE EARTH PRESSURE PROBLEMS | JAN MACIEJEWKI, ANDRZEJ JAREBOWSKI | 2004 | PE-0035 |
36 | MODELLING THE WATER BUDGET AND THE RIVERFLOWS OF THE MARITSA BASIN IN BULGARIA | E. ARTINYAN, F. HABETS, J. NOILHAN, E. LEDOUX, D. DIMITROV, E. MARTIN, P. LE. MOIGNE | 2007 | PE-0036 |
37 | INTRODUCTION … 1.1-THESIS OBJECTIVE | | | PE-0037 |
38 | IMPROVED DYNAMIC BOUNDS IN MONTE CARLO SIMULATIONS | M. RAJABALINEJAD, P.H.A.J.M VAN GELDER, J.K. VRIJLING | APRIL 2008 | PE-0038 |
38 | THE APPLICATION OF BAYESIAN INTERPOLATION IN MONTE CARLO SIMULATIONS | M. RAJABALINEJAD, P.H.A.J.M VAN GELDER, N. VAN ERP | | PE-0038 |
38 | PROBABILISTIC FINITE ELEMENTS WITH DYNAMIC LIMIT BOUNDS; A CASE STUDY: 17TH STREET FLOOD WALL, NEW ORLEANS | M. RAJABALINEJAD, P.H.A.J.M VAN GELDER, J.K. VRIJLING | 2008 | PE-0038 |
39 | OBJECT-ORIENTED PROBABILISTIC FINITE ELEMENT ANALYSIS AND ITS APPLICATIONS | JIN-OH JEONG, CHAN COOK PARK, UK YOUN CHO | 1999 | PE-0039 |
39 | OBJECT ORIENTED FINITE ELEMENT PROBABILISTIC STREES ANALYSIS | FERNANDO CESAR MEIRA MENANDRO | 2007 | PE-0039 |
39 | DEVELOPMENT OF A FINITE ELEMENT BASED PROBABILISTIC TOOL | RONALD F. KULAK, PAUL V. MARCHERTAS | 2003 | PE-0039 |
39 | A PROBABILISTIC FINITE ELEMENT ANALYSIS OF EMBANKMENT STABILITY UNDER TRANSIENT SEEPAGE CONDITIONS | AXEL MOELLMANN, PIETER A. VERMEER, MAXIMILIAN HUBER | 2008 | PE-0039 |
39 | RELIABILITY ANALYSIS OF RIVER EMBANKMENTS USING ANALYTIACAL METHODS AND FINITE ELEMENTS | AXEL MOELLMANN, PIETER A. VERMEER,ING. HABIL, BERNHARD WESTRICH | 2008 | PE-0039 |
39 | CAPABILITIES AND APPLICATIONS OF PROBABILISTIC METHODS IN FINITE ELEMENT ANALYSIS | DAVID S. RIHA, BEN H. THACKER, DOUGLAS A. HALL, TODD R. AUEL, SUSAN D. PRITCHARD | 1999 | PE-0039 |
39 | PROBABILISTIC SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS | D.V. GRIFFITHS, GORDON A. FENTON | | PE-0039 |
40 | SEEPAGE THROUGH AN EARTHFILL DAM- FOUNDATION SYSTEM AND PIEZOMETRIC LEVEL CARIATION DOWNSTREAM OF THE DAM | | 2002 | PE-0040 |
40 | NAM LEAK HYDRO PROJECT OVERCOMES CHALLENGES | S. W. BAUER, M. TURGEON, M. WARSON, J. CLAUS, V. VIRAVONG | 2003 | PE-0040 |
40 | GEOLOGY AND FOUNDATION TREATMENT AT INDIA'S PARBATI II HYDRO PROJECT | M. M. MADAN | 2003 | PE-0040 |
40 | FOCUS ON ASIA | | 2003 | PE-0040 |
40 | DELHI CONFERENCE UNDERLINES THE BENEFITS OF DAMS FOR THE DEVELOPMENTING WORLD | | 2003 | PE-0040 |
40 | MODERNIZINGTHE CONTROL SYSTEMS ATTWO GERMAN PLANTS | H-J. HANKE, G. SCHNEIDER | 2003 | PE-0040 |
40 | THE CHALLENGE FOR BRITISH DAM ENGINEERS- THE GEOFFREY BINNIE LECTURE 2002 | G. P. SIMS | 2003 | PE-0040 |
41 | DESCRIPTION OF FLOW OF SAND USING STATE PARAMETERS | HORMOZ B. POOROOSHASB | 1989 | PE-0041 |
42 | SIMPLE PLASTICITY SAND MODEL ACCOUNTING FOR FABRIC CHANGE EFFECTS | YANNIS F. DAFALIAS, MAJID T. MANZARI | 2004 | PE-0042 |
42 | A CRITICAL STATE TWO-SURFACE PLASTICITY MADEL FOR SANDS | M. T. MANZARI, Y. F. DAFALIAS | 1997 | PE-0042 |
42 | ANALYSIS AND DESIGN OF INCLINED PILES USED TO PREVENT DOWNHILL CREEP | H. B. POOROOSHASB, N. MIURA, ALI NOORZAD | | PE-0042 |
42 | THE COMPACT STATE OF THE COHESIONLESS GRANULAR MEDIA | H. B. POOROOSHASB, ALI NOORZAD | | PE-0042 |
43 | INSTITUTIONAL CAPACITY DEVELOPMENT OF WATER RESOURCES MANAGEMENT IN IRAN | M. NIKRAVESH, R. ARDAKANIAN, S. H. ALEMOHAMMAD | | PE-0043 |
44 | DYNAMICE CENTRIFUGE MODEL TESTS ON ASPHALT-CONCRETE CORE DAMS | M. H. BAZIAR, SH. SALEMI, C. M. MERRIFIELD | 2009 | PE-0044 |
45 | RISK INDEXING TOOL TO ASSIST IN PRIORITIZING IMPROVEMENTS TO EMBANKMENT DAM INVENTORIES | GLEN R. ANDERSEN, LUC E. CHOUINARD, WILLIAM H. HOVER, CHAD W. COX | 2001 | PE-0045 |
45 | PRIORITIZATION OF TEN EMBAKMENT DAMS ACCORDING TO PHYSICAL DEFICIENCIES | GLEN R. ANDERSEN,CHAD W. COX, LUC E. CHOUINARD, WILLIAM H. HOVER | 2001 | PE-0045 |
45 | RANKING PROCEDURE ON MAINTENANCE TASKS FOR MONITORING OF EMBANKMENT DAMS | GLEN R. ANDERSEN, LUC E. CHOUINARD, CHARLES BOUVIER, W. EDWARD BACK | 1999 | PE-0045 |
46 | THE SUPERCONVERGENCE PATCH RECOVERY TECHNIQUE AND DATA TRANSFER OPERATORS IN 3D PLASTICITY PROBLEMS | A.R. KHOEI, S.A. GHAREHBAGHI | 2007 | PE-0046 |
47 | CONCRETE FRACTURE MODELS: TESTING AND PRACTICE | ZDENEK P. BAZANT | 2005 | PE-0047 |
48 | THE PRINCIPLES AND APPLICATIONS OF GROUTING | H. CAMBEFORT | | PE-0048 |
49 | THE STRUCTURAL DESIGN OF TANG-E-SOLEYMAN DAM | R.G.T. LANE | 1963 | PE-0049 |
50 | STATE OF ART OF RCD DAMS IN JAPAN | SHIGEYOSHI NAGATAKI, TADAHIKO FUJISAWA, HIDEAKI KAWASAKI | 2008 | PE-0050 |
51 | ANALYSIS 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 EVENT | TAKASHI TAZOH, AKIRA OHTSUKI, MMASAKI FUCHIMOTO, ATSUSHI NANJO, FURITSH YASUDA, YASUO FUJII, AKINORI NAKAHIRA, CHOJI KURODA | MARCH 2002 | PE-0051 |
52 | SLOPE STABILITY OF WASTE DUMPS AND LANDFILLS: STATE-OF-THE-ART AND FUTURE CHALLENGES | KRISHNA R REDDY, B MUNWARBASHA | 2014 | PE-0052 |
53 | Fabrication and characterization of fast response pyroelectric sensors based on Fedoped PZT thin films | Farhad Fouladi, Ehsan Javid & Yousef Seyed Jalili | 2016 | PE-0053 |
53 | DESIGN ASPECTS OF DERINER DAMS | | | PE-0053 |
53 | LONG-TERM BEHAVIOUR AND ENVIRONMENTALLEY FREINDY BEHABILITATION TECHNOLOGIES OF DAMS | ALI NOORZAD, ERICH BAUER, MOHSEN GHAEMIAN, BABAK EBRAHIMIAN | 2017 | PE-0053 |
53 | THE ROLE OF DAMES PERFORMED IN JAPAN AND THEIR FUTURE | M. OKANO, N. MATSUMOTO, S. JOJIMA, H. MORI | 2006 | PE-0053 |
53 | HYDRAULIC FRACTURING: A MAIN CAUSE OF INITIATING INTERNAL EROSION IN A HIGH EARTH-ROCK FILL DAM | MARTEZA SALARI, ALI AKHTARPOUR, AMIN EKRAMIFARD | 2018 | PE-0053 |
54 | NEW BULLETIN ON HARD-FILL DAMS | SPANCOLD | | PE-0054 |