21101 | Vilas MUJUMDAR | EVALUATION OF SEISMIC RISK THROUGH TOTAL ACCEPTABLE COST MODEL [12WCEE] |
21102 | S TAKADA , N HOSOKAWA, T KITANO, Y OGAWA, T KUWAJIMA, K OKAMURA | ANALYSIS OF CAUSAL FACTORS GENERATING LARGE-SCALE DEFORMATION PATTERNS IN BURIED PIPELINE UNDER THE INFLUENCE OF LATERAL FLOWS BY LIQUEFACTION [12WCEE] |
21103 | Youichi TAJI, Seiji KOJIMA, Kazunori SHIMAMURA, Masanori HAMADA, Susumu YASUDA, Keizo OHTOMO, Yusuke FUJITA | LOAD ON PIPES BURIED IN A NON-LIQUEFACTION LAYER DUE TO LIQUEFACTION-INDUCED GROUND DISPLACEMENT [12WCEE] |
21104 | Weimin DONG, Felix WONG | PORTFOLIO THEORY FOR EARTHQUAKE INSURANCE RISK ASSESSMENT [12WCEE] |
21105 | Kunihiko FUCHIDA, Shozo SHIRINASHIHAMA, Takashi AKIYOSHI | RESPONSE BEHAVIOR OF PIPELINE SYSTEM SUBJECTED TO SUBSIDENCE OF GROUND LIQUEFACTION [12WCEE] |
21106 | Luke Cheng | ABOVEGROUND SEISMIC RETROFIT SCHEMES OF WATER PIPELINES CROSSING THE HAYWARD FAULT [12WCEE] |
21107 | Chaiyan HINTHONG, Suwith KOSUWAN, Punya CHARUSIRI | THE PRELIMINARY USE OF MAPINFO PROGRAMME TO EARTHQUAKE HAZARD ASSESSMENT IN THAILAND AND MAINLAND SE ASIA [12WCEE] |
21108 | Li Li XIE, Aiping TANG, Zhengtao CUI, Xiaxin TAO, Ruizhi WEN | A GIS BASED EARTHQUAKE LOSSES ASSESSMENT AND EMERGENCY RESPONSE SYSTEM FOR DAQING OIL FIELD [12WCEE] |
21109 | Hui-Mi HSU, Sao-Jeng CHAO | USING GIS AS A TOOL TO EXECUTE THE FARMLAND RELEASE POLICY WITH CONSIDERING FIELD CONDITIONS [12WCEE] |
21110 | F MOLLAIOLI, G DI PASQUALE, A DE SORTIS, U NASINI | EVALUATION AND DESIGN CRITERIA FOR RESTORING AND RETROFITTING DAMAGED MASONRY BUILDINGS [12WCEE] |
21111 | Mohsen RAHNAMA, Guy MORROW | PERFORMANCE OF INDUSTRIAL FACILITIES IN THE AUGUST 17, 1999 IZMIT EARTHQUAKE [12WCEE] |
21112 | Luis GARCÍA | THE JANUARY 25, 1999, EARTHQUAKE IN THE COFFEE GROWING REGION OF COLOMBIA: ACCELEROGRAPHIC RECORDS, STRUCTURAL RESPONSE AND DAMAGE, CODE COMPLIANCE AND ENFORCEMENT [12WCEE] |
21113 | Ana CAMPOS | THE JANUARY 25TH, 1999, EARTHQUAKE IN THE COFFEE GROWING REGION IN COLOMBIA: EFFECTIVENESS OF THE SEISMIC MITIGATION PROJECT OF PEREIRA AND NEIGHBORING TOWNS [12WCEE] |
21114 | Omar CARDONA | JANUARY 25TH 1999 EARTHQUAKE IN THE COFFE GROWING REGION OF COLOMBIA DAMAGE DESCRIPTION IN THE AREA AND EMERGENCY RESPONSE [12WCEE] |
21115 | Luis YAMIN, Bernardo CAICEDO, Erick SOLANO | EVALUATION OF THE DYNAMIC SUBSOIL RESPONSE OF THE VOLCANIC DEPOSITS AND MAN-MADE FILLS AND IMPLICATIONS FOR SITE STUDIES AND DESIGN [12WCEE] |
21116 | Ja-Shian CHANG, Young-Hong HESI, Jan-Fu WANG | BEHAVIOR OF PIPELINE WITH INITIAL BOW UNDER THE ACTION OF AXIAL LOAD [12WCEE] |
21117 | JULIÁN ESCALLÓN, ADOLFO ALARCÓN | THE JANUARY 25TH, 1999 EARTHQUAKE IN THE COFFEE GROWING REGION OF COLOMBIA: TECTONIC AND SEISMOLOGICAL ASPECTS [12WCEE] |
21118 | Omar CARDONA, Luis GARCIA | THE JANUARY 25TH, 1999, EARTHQUAKE IN THE COFFEE GROWING REGION OF COLOMBIA [12WCEE] |
21119 | Brian McDonald, John Osteraas, Lisa Shusto | ENGINEERING INVOLVEMENT IN POST-NORTHRIDGE DAMAGE ASSESSMENT AND REPAIR OF WOOD-FRAME DWELLINGS [12WCEE] |
21120 | T KOIKE | STRUCTURAL STRAIN ESTIMATION OF SEGMENTED SHIELD TUNNEL FOR SEVERE EARTHQUAKES [12WCEE] |
21121 | T SUZUKI, N HOSOKAWA, J UENO, T KUWAJIMA, Y OGAWA, T KITANO, S TAKADA, T KOIKE | A SIMPLIFIED ESTIMATION METHOD OF ELASTO-PLASTIC DEFORMATIONS OF BURIED PIPELINES CAUSED BY LATERAL SPREADING DUE TO LIQUEFACTION [12WCEE] |
21122 | Liu CHUNGUANG, Gao HUIYING | RELIABILITY ANALYSIS OF URBAN TRANSPORTATION SYSTEM [12WCEE] |
21123 | Nobuaki NISHIO | EFFECTIVENESS OF THE DEFORMABILITY-EVALUATION FOR BURIED PIPELINES USING THE GROUND-BLOCK METHOD [12WCEE] |
21124 | Albert PETROV | SEISMIC BEHAVIOUR OF EXTENDED STRUCTURES [12WCEE] |
21125 | Michael Roark, Kevin Truman, Phillip Gould | SEISMIC VULNERABILITY OF AIRPORT FACILITIES [12WCEE] |
21126 | Zhaohui Yang, Ahmed-W. Elgamal | NUMERICAL MODELING OF LIQUEFACTION-INDUCED LATERAL SPREADING [12WCEE] |
21127 | Kanthasamy MURALEETHARAN, Kandiah ARULMOLI, John FOXWORTHY, Richard WITTKOP | SEISMIC DESIGN OF PORT OF LOS ANGELES' PIER 400: A GEOTECHNICAL ENGINEERING PERSPECTIVE [12WCEE] |
21128 | M PENDER | DYNAMIC COMPLIANCE OF SHALLOW FOOTINGS ON NONLINEAR SOIL [12WCEE] |
21129 | Shunichi HIGUCHI, Doug STEWART, Tomoyoshi TAKEDA, Tadashi KAWAI, Bruce KUTTER, Randolph SETTGAST | CYCLIC SETTLEMENT AND SLIDING OF CAISSON SEAWALLS [12WCEE] |
21130 | M Saitoh , A Nishimura | STUDY ON EFFECTIVE SEISMIC MOTION AND ITS APPLICATION TO SEISMIC DESIGN [12WCEE] |
21131 | Susumu IAI, Takahiro SUGANO | SHAKE TABLE TESTING ON SEISMIC PERFORMANCE OF GRAVITY QUAY WALLS [12WCEE] |
21132 | Michael SHARP, Ricardo DOBRY, Richard LEDBETTER | CENTRIFUGE RESEARCH OF LIQUEFACTION PHENOMENA [12WCEE] |
21133 | John WOLF, Chongmin SONG | THE GUTS OF SOIL-STRUCTURE INTERACTION [12WCEE] |
21134 | Maria Todorovska, Mihailo Trifunac | RESPONSE SPECTRA FOR DIFFERENTIAL MOTION OF COLUMNS [12WCEE] |
21135 | Mehmet CELEBI | RADIATION DAMPING OBSERVED FROM SEISMIC RESPONSES OF BUILDINGS [12WCEE] |
21136 | Yasuhiko Wakizaka, Choshiro Tamura, Sigeo Kanwo, Tsuneo Uesaka, Isao Nagayama | SURVEY AND EVALUATION OF ACTIVE FAULTS ON DAM CONSTRUCTION IN JAPAN [12WCEE] |
21137 | M Romo, E Ovando-Shelley | BEHAVIOR OF THE MAIN WHARF IN SAN PEDRITO PORT IN MANZANILLO, MEXICO [12WCEE] |
21138 | Osamu OZUTSUMI , Ketsu YUU, Masaaki KIYAMA, Susumu IAI | RESIDUAL DEFORMATION ANALYSIS OF SHEET PILE QUAY WALL AND BACKFILL GROUND AT SHOWA-OHASHI SITE BY SIMPLIFIED METHOD [12WCEE] |
21139 | Osamu OZUTSUMI, Shun-ichi SAWADA, Susumu IAI | ANALYSIS OF LIQUEFACTION INDUCED RESIDUAL DEFORMATION FOR TWO TYPES OF QUAY WALLS: ANALYSIS BY “FLIP” [12WCEE] |
21140 | Tsunehiro IRISAWA , Susumu YASUDA, Nozomu YOSHIDA, Hiroyuki KIKU, Hiromitsu MORIMOTO | RESIDUAL DEFORMATION OF CAISSON, SHEET PILE AND GROUND BY SIMPLIFIED ANALYSIS [12WCEE] |
21141 | Daisuke ARAI, Toshio KOBAYASHI, KeySusumu YASUDA, Key HIGUCHI, Tomohiro TANAKA | SHAKING TABLE TESTS ON THE MECHANISM OF LIQUEFACTION-INDUCED GROUND FLOW BEHIND QUAY WALLS [12WCEE] |
21142 | Hiroyasu OHTSU, Akira TATEISHI, Kenichi HORIKOSHI | DETAILED INVESTIGATION OF PILES DAMAGED BY HYOGOKEN- NANBU EARTHQUAKE [12WCEE] |
21143 | Abbas GHALANDARZADEH, Takashi ORITA, Ikuo TOWHATA | SHAKING TABLE TESTS ON PERMANENT DISPLACEMENT OF CAISSON QUAY WALL DURING EARTHQUAKES [12WCEE] |
21144 | Ghasem Habibagahi, Masood Dehghani, Arsalan Ghahramani, John Berrill | LIQUEFACTION POTENTIAL BY TORSIONAL SHEAR [12WCEE] |
21145 | J MANDER, K FISHMAN, D Yao, R RICHARDS.Jr | TILTING FAILURE OF RETAINING WALLS INCLUDING P-DELTA EFFECT AND APPLICATION TO KOBE WALLS [12WCEE] |
21146 | Ernesto CASCONE, Michele MAUGERI, Simone LO GRASSO | DYNAMIC MODEL TESTS ON L-SHAPED GRAVITY RETAINING WALLS [12WCEE] |
21147 | Tsutomu NAMIKAWA, Ryouichi BABASAKI, Katsuo TOGASHI , Toshio HASHIBA, Satoru NAKAFUSA | DYNAMIC CENTRIFUGE TEST OF PILE FOUNDATION STRUCTURE PART TWO : BEHAVIOR OF STRUCTURE AND GROUND DURING EXTREME EARTHQUAKE CONDITIONS [12WCEE] |
21148 | Satoru NAKAFUSA, Tsutomu NAMIKAWA, Katsuo TOGASHI, Ryouichi BABASAKI, Toshio HASHIBA | DYNAMIC CENTRIFUGE TEST OF PILE FOUNDATION STRUCTURE PART ONE : BEHAVIOR OF FREE GROUND DURING EXTREME EARTHQUAKE CONDITIONS [12WCEE] |
21149 | Masayuki SATOH, Susumu YASUDA, Kenichi HORIKOSHI, Hidenori ABO | COUNTERMEASURES AGAINST LIQUEFACTION INDUCED SETTLEMENT FOR POWER TRANSMISSION TOWERS [12WCEE] |
21150 | Toru SUEOKA, Tadafumi FUJIWARA, Yuichi HIGUCHI, Kenichi HORIKOSHI | ESTIMATION OF DYNAMIC DISPLACEMENT OF GRAVITY TYPE QUAY WALLS BASED ON CENTRIFUGE MODELING [12WCEE] |
21151 | E John Marsh, Tam Larkin | SURFACE WAVE MODELLING USING SEISMIC GROUND RESPONSE ANALYSIS [12WCEE] |
21152 | Testuya TSURUMI, Susumu OKADA, Kunio MIZUMOTO | EXPERIMENTAL CONSIDERATION ON THE MECHANISM OF LIQUEFACTION [12WCEE] |
21153 | Kunio MIZUMOTO, Tetsuya TSURUMI, Hidekatsu NAKAJIMA, Susumu OKADA | ESTIMATION OF LATERAL SPREAD OF A CAISSON TYPE QUAY CAUSED BY BACK FILL LIQUEFACTION [12WCEE] |
21154 | Tso-Chien Pan, Qiurong Lu | RESPONSE OF TYPICAL BUILDINGS TO LONG-DISTANCE EARTHQUAKES [12WCEE] |
21155 | Sabanayagam Thevanayagam | LIQUEFACTION POTENTIAL AND UNDRAINED FRAGILITY OF SILTY SOILS [12WCEE] |
21156 | Kazue WAKAMATSU | LIQUEFACTION HISTORY, 416-1997, IN JAPAN [12WCEE] |
21157 | Kenneth Stokoe II, Michael Kalinski | IN SITU VS MEASUREMENTS IN SOIL AND ROCK USING THE BOREHOLE SASW TOOL [12WCEE] |
21158 | T Matsuda, K Sato | EFFECT OF THE GRID-SHAPED STABILIZED GROUND IMPROVEMENT TO LIQUEFIABLE GROUND [12WCEE] |
21159 | Syuuji SASADA, Yoshifumi NARIYUKI, Tsutomu SAWADA, Kiyoshi HIRAO | EFFECT OF FOUNDATION INTERACTION ON REQUIRED SEISMIC INTENSITY OF RC PIERS SUBJECTED TO LEVEL2 EARTHQUAKE MOTIONS [12WCEE] |
21160 | Shin-ichiro TAKANO, Yuzuru YASUI | DYNAMIC CHARACTERISTICS OF PILE GROUPS IN FLUID-FILLED POROELASTIC LAYERS [12WCEE] |
21161 | H WATANABE, H TANIYAMA | DEFORMATION OF SANDY DEPOSITS BY FAULT MOVEMENT [12WCEE] |
21162 | Takayoshi MUTO, Michio IGUCHI | A STUDY ON IDENTIFYING METHOD OF NONLINEAR DYNAMIC SOIL RESISTANCE AGAINST PILES [12WCEE] |
21163 | M AGGOUR, K CHEPKOIT | DYNAMIC PROPERTIES OF UNTREATED AND TREATED COHESIVE SOILS [12WCEE] |
21164 | Takaaki IKEDA , Shigeru MIWA, Hiroshi OH-OKA | A STUDY ON DAMAGE TO STEEL PIPE PILE FOUNDATION ON RECLAIMED LAND DURING HYOGO-KEN-NAMBU EARTHQUAKE [12WCEE] |
21165 | David ELMS | REFINEMENTS TO THE NEWMARK SLIDING BLOCK MODEL [12WCEE] |
21166 | V BALIAEV, V VINOGRADOV, S PRIVALOV | INFLUENCE OF THE DUCTILITY OF THE FOUNDATION AND STIFFNESS OF THE BUILDING BASE SLAB ON THE EFFICIENCY OF THE SEISMIC ISOLATION [12WCEE] |
21167 | Hiroki KANAMI, Atsushi YASHIMA, Fusao OKA | 3-D ANALYSIS TO EVALUATE THE EFFECT OF SOIL IMPROVEMENT ON LIQUEFACTION OF MAN-MADE ISLAND [12WCEE] |
21168 | Masahiro TAKAGI, Iwao MORIMOTO, Susumu YASUDA, Kenji ISHIHARA, Rolando ORENSE | SOIL SPRING CONSTANTS DURING LATERAL FLOW OF LIQUEFIED GROUND [12WCEE] |
21169 | Chikahiro MINOWA, Takaaki KAGAWA, Masayoshi SATO | REPRODUCTION OF A LARGE-SCALE 1G TEST ON UNSATURATED SAND DEPOSITS AND PILE FOUNDATIONS USING CENTRIFUGE MODELING [12WCEE] |
21170 | Kouichi SATO, Yoshiji MORO, Toru MASAO, Setsuo IIZUKA | A STUDY ON EARTHQUAKE RESPONSE OF AN ARMORED EMBANKMENT FOR ARTIFICIAL ISLAND [12WCEE] |
21171 | Paul GREENING, Colin TAYLOR, Ramiro SOFRONIE | SEISMIC RESISTANT RETAINING WALLS OF REINFORCED SOIL [12WCEE] |
21172 | Masaki FUCHIMOTO, Atsushi NANJO, Yasuo FUJII, Akinori NAKAHIRA, Choji KURODA, Furitsu YASUDA, Akira OHTSUKI, Takashi TAZOH | ANALYSIS OF THE DAMAGE TO THE PILE FOUNDATION OF A HIGHWAY BRIDGE CAUSED BY SOIL LIQUEFACTION AND ITS LATERAL SPREAD DUE TO THE 1995 GREAT HANSHIN EARTHQUAKE [12WCEE] |
21173 | Hirokazu TAKEMIYA, Jorge SHIMABUKU | NONLINEAR SEISMIC ANALYSIS OF SUBGRADE PILES WITH SOIL DURING STRONG GROUND MOTIONS [12WCEE] |
21174 | Michele MAUGERI, Maria Rossella MASSIMINO, Aurelio GHERSI | NON-LINEAR MOMENT-ROTATION RELATIONSHIP AT THE BASE OF SHEAR WALLS [12WCEE] |
21175 | Scott ASHFORD, Kyle ROLLINS, J. Dusty LANE, Roman HRYCIW | CONTROLLED BLASTING TO SIMULATE LIQUEFACTION FOR FULL-SCALE LATERAL LOAD TESTING [12WCEE] |
21176 | Masaru KITAURA, Masakastu MIYAJIMA, Hiroaki NAKAGAWA | EFFECTS OF VERTICAL SEISMIC MOTION ON PERFORMANCE OF CAISSON TYPE QUAY WALLS [12WCEE] |
21177 | Toshiaki HATORI, Kaeko YAHATA, Taro NAKAGAWA, Takeshi FUJIMORI, Masaru TANAKA | EXPERIMENTAL STUDY ON THE SOIL-PILE-STRUCTURE INTERACTION BY SHAKING TABLE TESTS USING LARGESCALE LAMINAR BOX [12WCEE] |
21178 | Yoshimi OGAWA , Hiroshi ABE, Kaoru KUSANO | DISSIPATIVE ENERGY AND STORED ELASTIC ENERGY DURING LIQUEFACTION PROCESS [12WCEE] |
21179 | Antonietta FEOLA, Adam CREWE, Pasquale CARAFA, Armando SIMONELLI, Colin TAYLOR | RETAINING WALLS UNDER SEISMIC ACTIONS: SHAKING TABLE TESTING AND NUMERICAL APPROACHES [12WCEE] |
21180 | Hatsukazu MIZUNO, Michio SUGIMOTO, Toshihiro MORI, Masanori IIBA, Tsutomu HIRADE | DYNAMIC BEHAVIOR OF PILE FOUNDATION IN LIQUEFACTION PROCESS - SHAKING TABLE TESTS UTILIZING BIG SHEAR BOX [12WCEE] |
21181 | KAZUYA MITSUJI, YOSHIHIRO SUGIMURA | FUNDAMENTAL STUDY OF DYNAMIC RESPONSE OF POROUS MEDIA WITH RANDOM VARIABLES [12WCEE] |
21182 | Masaru KITAURA, Masaki YAMAMOTO, Masakatsu MIYAJIMA | DETECTION OF SOIL LIQUEFACTION USING STRONG GROUND MOTION RECORDS [12WCEE] |
21183 | Lan LI, Lanmin WANG | DISCUSSION ON THE PROBLEM ABOUT SATURATED LOESS DYNAMIC PORE PRESSURE BY VIBRATION [12WCEE] |
21184 | Diego LO PRESTI, Antonio CAVALLARO, Michele MAUGERI, Oronzo PALLARA, Florentina IONESCU | MODELLING OF HARDENING AND DEGRADATION BEHAVIOR OF CLAYS AND SANDS DURING CYCLIC LOADING [12WCEE] |
21185 | Yukihiko KITADA, Masaru KITAURA , Masakatsu MIYAJIMA | SHAKING TABLE TESTS WITH SHORT UNDERGROUND WALLS ON REDUCING SETTLEMENT OF SPREAD FOUNDATION IN LIQUEFIED SOIL [12WCEE] |
21186 | Kinya MIURA, Satoshi KOBAYASHI, Nozomu YOSHIDA | EQUIVALENT LINEAR ANALYSIS CONSIDERING LARGE STRAINS AND FREQUENCY DEPENDENT CHARACTERISTICS [12WCEE] |
21187 | Tadao MINAMI, Hisashi UMEMURA, Yuki SAKAI | ESTIMATION OF RESPONSE OF STRUCTURES UNDER NEAR FIELD GROUND MOTIONS CONSIDERING INHOMOGENEOUS FAULTING [12WCEE] |
21188 | Atsushi YASHIMA, Yoshinori FURUMOTO, Masata SUGITO | FREQUENCY DEPENDENT EQUIVALENT-LINEARIZED TECHNIQUE FOR FEM RESPONSE ANALYSIS OF GROUND [12WCEE] |
21189 | Masaru KITAURA, Masakatsu MIYAJIMA, Toshikazu IKEMOTO | INVERSE ANALYSIS OF DYNAMIC SOIL PARAMETERS USING ACCELERATION RECORDS [12WCEE] |
21190 | Susumu IAI, Koji ICHII, Hanlong LIU, Yukihiro SATO | EVALUATION OF THE SEISMIC PERFORMANCE OF GRAVITY TYPE QUAY WALL USING EFFECTIVE STRESS ANALYSES [12WCEE] |
21191 | Yasushi Nukui, Katsuichiro Hijikata, Andrew Chan, Tadahiko Shiomi, Keisuke Koyama | COMPARISON OF EQUIVALENT LINEAR ANALYSIS AND NONLINEAR ANALYSIS FOR A LIQUEFACTION PROBLEM [12WCEE] |
21192 | Masanori HAMADA | PERFORMANCES OF FOUNDATIONS AGAINST LIQUEFACTION-INDUCED PERMANENT GROUND DISPLACEMENTS [12WCEE] |
21193 | Hiroyoshi KIKU, Nozomu YOSHIDA | DYNAMIC DEFORMATION PROPERTY TESTS AT LARGE STRAINS [12WCEE] |
21194 | Kyle ROLLINS, Ikhsan MUHAMMAD, Kevin WOMACK, Marvin HALLING | VIBRATIONAL TESTING OF A FULL-SCALE PILE GROUP IN SOFT CLAY [12WCEE] |
21195 | Hatsukazu MIZUNO, Tsutomu HIRADE, Toshihiro MORI, Masanori IIBA, Michio SUGIMOTO | OSCILLATOR TESTS OF PILE FOUNDATION IN DISSIPATION PROCESS OF EXCESS PORE WATER PRESSURE AFTER LIQUEFACTION [12WCEE] |
21196 | N Yoshida, T Sasajima, E INOUE, K Miura, E Kohama, T HAYASHI, N Ohtsuka | BEHAVIOR OF GRAVITY TYPE QUAY WALL DURING EARTHQUAKE REGARDING DYNAMIC INTERACTION BETWEEN CAISSON AND BACKFILL DURING LIQUEFACTION [12WCEE] |
21197 | Hamid Haddadi, Hideji Kawakami | ANALYSIS OF SOIL NONLINEAR PROPERTIES AT PORT ISLAND BY NIOM METHOD DURING 1995 HYOGO-KENNANBU EARTHQUAKE IN JAPAN [12WCEE] |
21198 | Taku SATO, Taku INABA, Hisanobu AKAGI, Hiroshi DOHI, Kenji OKUTA | SEISMIC RESPONSE OF NTT KOBE EKIMAE BUILDING WITH CONSIDERATION OF NONLINEAR SOIL-STRUCTURE INTERACTION DURING THE 1995 HYOGO-KEN-NANBU EARTHQUAKE [12WCEE] |
21199 | T FUKUDA, S OHBA | CHANGES IN NATURAL FREQUENCY OF APARTMENT BUILDINGS BEFORE AND AFTER THE HYOGOKEN-NANBU EARTHQUAKE [12WCEE] |
21200 | Pedro MORENO, J. Abraham DÍAZ-RODRÍGUEZ, Guadalupe SALINAS | UNDRAINED SHEAR BEHAVIOR OF MEXICO CITY SEDIMENTS DURING AND AFTER CYCLIC LOADING [12WCEE] |