GEO9 - STRUCTURES AGAINST LIQUEFACTION
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GEO9 - STRUCTURES AGAINST LIQUEFACTION |
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| MONDAY | ||||||||
| AMBER 8 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 14:30 - 14:39 | A MACHINE LEARNING ANALYSIS OF LIQUEFACTION FACTORS USING THE NEXT GENERATION LIQUEFACTION DATABASE P. Zimmaro, K.S. Hudson, K. Ulmer, S.J. Brandenberg, J.P. Stewart, S.L. Kramer | |||||||
| 14:39 - 14:48 | ADDRESSING SOURCES OF UNCERTAINTY IN ESTIMATING LIQUEFACTION-INDUCED GROUND SETTLEMENT F.R. Olaya, J.D. Bray, N.A. Abrahamson | |||||||
| 14:48 - 14:57 | SIMPLIFIED ANALYSIS METHODS FOR BRIDGES UNDER DIFFERENT LEVELS OF LIQUEFACTION AND LATERAL SPREADING A. Ye, X. Wang | |||||||
| 14:57 - 15:06 | NEW LIQUEFACTION GUIDELINES IN THE SEISMIC MITIGATION PLAN FOR SCHOOLS, BRITISH COLUMBIA, CANADA P. Wilson, A. Silvester, J. Sherstobitoff, A. Wibowo, S. Torabian, C. Ventura | |||||||
| 15:06 - 15:15 | UTILIZING CPT DATABASES TO INFORM BETTER LIQUEFACTION EVALUATIONS K.M. Yost, R.A. Green, A. Yerro, E.R. Martin | |||||||
| 15:15 - 15:24 | NUMERICAL ANALYSIS OF BUILDINGS IN GOLBASI DURING THE 2023 TURKEY-SYRIA EARTHQUAKE T. Tobita, M. Kunisawa, T. Kiyota, S. Torisu, G. Tonuk, O. Cinicioglu, N. Milev, J. Contreras, O. Contreras, M. Shiga | |||||||
| 15:24 - 15:33 | QUANTIFYING THE INFLUENCE OF MICROSTRUCTURE ON LIQUEFACTION RESISTANCE IN AGED AND CEMENTED SANDS R. Andrus, K. Boland | |||||||
| 15:33 - 15:42 | NUMERICAL SIMULATIONS FOR LARGE-SCALE SHAKE TABLE TESTS OF LIQUEFACTION COUNTERMEASURE METHOD USING H. Sakai, A. Numata, H. Mori, Y. Ikeda | |||||||
| 15:42 - 15:45 | DISCUSSION | |||||||
| TUESDAY | ||||||||
| MONITOR 11 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 09:00 - 09:12 | CDPT-BASED APPROACH FOR ASSESSMENT OF LIQUEFACTION POTENTIAL INDEX OF GRAVELLY SOILS J. Yuan, J. Cui, Z. Li, Y. Zhang, X. Yuan | |||||||
| 09:12 - 09:24 | EQUAL STRAIN LIQUEFACTION ANALYSIS FOR STONE COLUMN-REINFORCED SOIL CONSIDERING CLOGGING EFFECT K. Deb, S. Pal | |||||||
| 09:24 - 09:36 | ASSESSMENT OF LIQUEFACTION DESIGN METHODS AND IMPACT OF DESIGN METHODS ON LIQUEFACTION ANALYSIS K. Wakinaka, K. Hayashi, M. Miyazaki | |||||||
| 09:36 - 09:48 | BUCKLING INSTABILITY OF PILE FOUNDATIONS DURING EARTHQUAKE-INDUCED LIQUEFACTION Z. Tang, K. Ueda, R. Uzuoka | |||||||
| 09:48 - 10:00 | DEVELOPING GLOBALLY-APPLICABLE LATERAL SPREADING OCCURRENCE CLASSIFICATION MODELS W. Zhan, E. Rathje | |||||||
| 10:00 - 10:12 | DEVELOPMENT OF AN IN-SITU LIQUEFACTION TEST CONSIDERING THE EFFECT OF OVERBURDEN PRESSURE H. Fu, X. Yuan, L. Chen, J. Yi | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 12 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 09:00 - 09:12 | BUCKLING INSTABILITY ANALYSIS OF PILE FOUNDATIONS IN LIQUEFIED SOILS CONSIDERING INERTIAL LOADS X. Zhang, S. Wang, H. Liu, J. Cui | |||||||
| 09:12 - 09:24 | EVALUATION OF LIQUEFACTION-INDUCED SETTLEMENT IN SHALLOW FOUNDATION BY 3D RESPONSE HISTORY ANALYSIS J. Lee, S. Lee, M. Yoo | |||||||
| 09:24 - 09:36 | EXPERIMENTAL ESTIMATION OF DAMAGE TO SHALLOW FOUNDATIONS IN LIQUEFIED SOIL H. Suzuki, T. Okumura | |||||||
| 09:36 - 09:48 | FEASIBILITY OF PROBABILISTIC LIQUEFACTION ASSESSMENT IN INDUSTRIAL PRACTICE: IS IT WORTH THE EFFORT? E. Schiappapietra, F. Panico, F. Ioele, P. Poggi | |||||||
| 09:48 - 10:00 | INFLUENCE OF LIQUEFACTION ON THE DYNAMIC BEHAVIOR OF INTEGRAL BRIDGES A.K. Tiwari, B. Prakash, S.R. Dash, S. Patra | |||||||
| 10:00 - 10:12 | LIQUEFACTION ASSESSMENT USING SURFACE WAVES IN KAZAKHSTAN S.W. Moon, D. Mukhtarkhan, R. Khamitov, S. Abdialim, Y. Shokbarov, J. Kim | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| MONITOR 13 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 09:00 - 09:12 | LIQUEFACTION-INDUCED PARABOLIC SUBSIDENCE METHOD F. Parodi, M. Panzano, E.A. Mortola | |||||||
| 09:12 - 09:24 | MODEL FOR LIQUEFACTION TRIGGERING ASSESSMENT IN SUBDUCTION ZONES G. Montalva, D. Escribano, F. Ruz, N. Bastías, V. San Martín, F. Paredes | |||||||
| 09:24 - 09:36 | MODELLING PORE PRESSURE BUILD-UP IN QUASI-SATURATED SOILS USING FLAC3D G. Flood-Page, A. Pecker, L. Boutonnier, P. Delage, J. Pereira | |||||||
| 09:36 - 09:48 | NUMERICAL INVESTIGATION OF INFINITE SLOPES UNDER BI-DIRECTIONAL CYCLIC LOADING R. Cudmani, A. Csuka, S. Chrisopoulos | |||||||
| 09:48 - 10:00 | REVIEW OF ASSESSMENT OF LIQUEFACTION POTENTIAL H1-H2 METHOD USED FOR SMALL BUILDINGS FOUNDATIONS N. Sako, K. Mitsuji | |||||||
| 10:00 - 10:12 | SAND POST-LIQUEFACTION MONOTONIC RESPONSES WITH VARIOUS LOADING DIRECTIONS AND ANGULARITY C. Leal, W.S. Kwan, E. Nunez | |||||||
| 10:12 - 10:15 | DISCUSSION | |||||||
| AMBER 8 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 10:30 - 10:39 | CENTRIFUGAL TEST OF CIRCULAR RC SHAFT CONSTRUCTED IN DENSE SAND GROUND AND ITS REPRODUCTION ANALYSIS K. Yamaguchi, Y. Takada, H. Nagai, S. Horimi | |||||||
| 10:39 - 10:48 | COUPLED WIND AND SEISMIC RESPONSE ANALYSIS FOR MONOPILE SUPPORTED OFFSHORE WIND TURBINES WITH MULTIPLE EXCITATION METHOD ON LIQUEFIED GROUND Y. Ohya | |||||||
| 10:48 - 10:57 | 3D-DEM ANALYSIS FROM NORMAL CONSOLIDATION TO RE-CONSOLIDATION THROUGH CONSTANT VOLUME CYCLIC SHEAR T. Shibata, M. Jiang, A. Kamura, M. Kazama | |||||||
| 10:57 - 11:06 | SEPARATING LIQUEFACTION TRIGGERING FROM SURFACE MANIFESTATION R. Green, S. Upadhyaya, A. Rodriguez-Marek, B. Maurer | |||||||
| 11:06 - 11:15 | COMPARISON OF MEASURED AND ESTIMATED SEISMIC BUILDING SETTLEMENTS IN 2023, KAHRAMANMARAS EARTHQUAKES O. Numanoglu, R. Pretell, M. Acar, S. Erinmez, T. Baser | |||||||
| 11:15 - 11:24 | EFFECTS OF PILE DAMAGE DUE TO GROUND LIQUEFACTION ON SEISMIC RESPONSE OF SUPERSTRUCTURE K. Hayashi, S. Tamura, S. Ishibashi | |||||||
| 11:24 - 11:33 | LIQUEFACTION RESISTANCE OF OIL SAND TAILINGS G. Sarkar, A. Sadrekarimi | |||||||
| 11:33 - 11:42 | SEISMIC RESPONSE OF EMBEDDED CANTILEVER RETAINING WALL USING A STRAIN SPACE MULTIPLE MECHANISM MODEL A. Sahare, G.C. Choi, K. Ueda | |||||||
| 11:42 - 11:45 | DISCUSSION | |||||||
| MONITOR 10 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 14:30 - 14:42 | SEISMIC ANALYSIS OF A MONOPILE-SUPPORTED OFFSHORE WIND TURBINE CONSIDERING LIQUEFACTION EFFECT Z. Yuan, F. Liang | |||||||
| 14:42 - 14:54 | SEISMIC CHARACTERISTICS' IMPACT ON ADJACENT DIRECT-FOUNDATION BUILDINGS TILTING DUE TO LIQUEFACTION K. Ueda, Z. Zhang, Y. Serikawa | |||||||
| 14:54 - 15:06 | SEISMIC FRAGILITY ASSESSMENT OF LARGE DIAMETER SHIELD TUNNELS CROSSING LIQUEFIABLE SOIL-ROCK STRATA X. Zhang, Y. Pan, J. Cui | |||||||
| 15:06 - 15:18 | SEISMIC PERFORMANCE OF HOLLOW FIBRE-REINFORCED POLYMER (FRP) PILES IN LIQUEFIABLE SOILS A. Hosseini, M. Rayhani | |||||||
| 15:18 - 15:30 | SEISMIC RESPONSES OF PRESTRESSED PRECAST SPUN CONCRETE PILE SUBJECTED TO SOIL LIQUEFACTION K. Ahmed, A. Moneim, S. Saif | |||||||
| 15:30 - 15:42 | SITE EFFECTS IN THE LIQUEFACTION RESPONSE OF LAYERED SANDY AND SILT DEPOSITS - A CASE STUDY V. Kumar, B. Ghosh | |||||||
| 15:42 - 15:45 | DISCUSSION | |||||||
| MONITOR 11 | Convenors: T. Xie, X. Wang, S. Bhattacharya | ||||||||
| 14:30 - 14:42 | STUDY ON LATERAL RESISTANCE OF STEEL PIPE PILES WITH GROUND IMPROVEMENT IN LIQUEFIED SOIL S. Shimomura, T. Kobayashi, J. Agata | |||||||
| 14:42 - 14:54 | STUDY ON TRAFFIC PERFORMANCE ON LIQUEFIED GROUND FOR RAPID EVACUATION FROM TSUNAMI AND ROAD OPENING H. Nakazawa, Y. Kawamata, T. Hara | |||||||
| 14:54 - 15:06 | TRAFFIC OBSTACLES ON FLAT ROADS IN URBAN AREAS CAUSED BY LIQUEFACTION S. Yasuda, K. Ishikawa | |||||||
| 15:06 - 15:18 | UPDATE OF THE LIQUEFACTION TRIGGERING MAP OF ITALY S. Barani, G. Ferretti, D. Scafidi | |||||||
| 15:18 - 15:30 | VALIDATION OF EXISTING EMPIRICAL MODELS FOR LATERAL-SPREADING DUE TO LIQUEFACTION L. Todorovic, V. Silva | |||||||
| 15:30 - 15:42 | GEOMORPHIC PROXY-TO-FACTOR RELATIONSHIPS IN LATERAL SPREADING PREDICTIVE MODELS N. Ingabire Abayo, A. Cabas, E. Chamberlin, B. Montoya | |||||||
| 15:42 - 15:54 | APPLICATION OF BAGASSE FIBER IN IMPROVING THE LIQUEFACTION RESISTANCE OF SAND R.S. Jakka, J.P. Zachariah, R. Salgado, M. Prezzi | |||||||
