Session Details

[P1]Poster Session 1

Wed. May 8, 2024 10:30 AM - 4:30 PM JST
Wed. May 8, 2024 1:30 AM - 7:30 AM UTC
Room C 10F 1006+1007
10:30-11:00 Poster Core Time
11:00-15:00 Poster Viewing
15:00-15:30 Poster Core Time
15:30-16:30 Poster Viewing

[P1-01]Characterisation of the behaviour of liquefaction triggering in a cyclic undrained simple shear test setting

*Hugo Portugal1, Carolina Sigaran-Loria2, Ronald Brinkgreve3 (1. Ramboll, 2. Royal HaskoningDHV, 3. TU Delft)

[P1-02]Comparisons of Model Responses and Input Parameter Calibrations of PM4Sand (Version 3.1) Model

*Jui-Ching Chou1, Yi-Ming Chen2 (1. Department of Civil Engineering, National Chung Hsing University, 2. Da Ho Group)

[P1-03]Numerical simulation of Rayleigh wave induced post-liquefaction lateral spreading using SPH

*Yunyi Li1, Rui Wang1, Jian-Min Zhang1 (1. Tsinghua University)

[P1-04]Results of a Simple Pile Loading Test Using Human Power and Numerical Simulation of the Results

*Nobuhide Narita1, Takeshi Fukuda1, Hiroyuki Kosaka1, Naoto Kotani2, Yoshinori Tobita3, Takeshi Kishimoto4, Atsushi Ogawa5, Yusuke Tomita6, Takahiko Uchida7, Mitsuru Onuma8, Eiji Kawahata9, Akio Abe10, Toshiaki Arai11, Haruki Numoto12, Takeshi Sato13 (1. Toda Corporation, 2. Better Living, 3. Asanuma Corporation, 4. Okumura Corporation, 5. Kumagaigumi Co., Ltd., 6. Penta-Ocean Construction Co., Ltd., 7. Sato Kogyo Co., Ltd., 8. SEIBU Construction Co., Ltd., 9. Toa Corporation, 10. Tokyo Soil Research Co., Ltd., 11. Nishimatsu Construction Co., 12. HASEKO Corporation, 13. MATSUMURA-GUMI Corporation)

[P1-05]Study on Nonlinear Response of Liquefiable Soils Based on 1G Shaking Table Tests Induced by Spectrum-Compatible Bi-directional Accelerograms

*Kazuma Inoue1, Kento Asami1, Kyohei Ueda2, Yuko Serikawa3, Takao Hattori4, Ryota Kaho4 (1. National institute of technology, Gunma college, 2. Kyoto University, 3. National institute of technology, Fukui college, 4. Createch Co., Ltd.)

[P1-06]Numerical response of Mechanically Stabilised Earth (MSE) walls under dynamic loads: A pseudo-rigid behaviour

*Arman Kamalzadeh1, Michael John Pender2, Andreas Sean O'Sullivan1 (1. A O'Sullivan & Associates Ltd, 2. The University of Auckland, Deceased,)

[P1-07]Seismic Zone Impact on Slope Stability in Diverse Soil Compositions

*Jammi Venkata Suresh Babu1, Akshay Sakhuja1, Doraswamy Raju G1, Visakan R1 (1. Larsen and Toubro Constructions, India)

[P1-08]Experimental study of a rational liquefaction countermeasure for pile foundations in volcanic ash ground

*Takuya Egawa1, Koichi Isobe2, Hirochika Hayashi1 (1. Civil Engineering Research Institute for Cold Region, 2. Hokkaido University)

[P1-09]Dynamic Centrifuge Modeling of Liquefaction-Induced Buckling Instability in Pile During Earthquake

*Zhiyuan Tang1, Kyohei Ueda1, Ryosuke Uzuoka1 (1. Kyoto University)

[P1-10]Study on the Calculation of the Displacement of Reinforced Soil Retaining Wall Due to Seismic Wave on Energy-Based Method.

*Makoto Kobayashi1, Akinobu Ogasawara1, Takeharu Konami2, Taketo Hayashi2 (1. National Institute of Technology, Toyota College, 2. Okasanlivic)

[P1-11]Numerical simulation of centrifuge tests for seismic response of liquefied slopes

*ByeongSoo Yoo1, Sung-Ryul Kim2, Jongkwan Kim1, Jin-Tae Han1 (1. Korea Institute of Civil Engineering and Building Technology, 2. Seoul National University)

[P1-13]Subsurface Cavities Under Pavement Due to Large-Scale Earthquakes - Characteristics and a Proposal of Non-destructive Evaluation Method -

*Jumpei Okamoto1, Ryoko Sera1, Momoka Iwasa2, Koji Ichii2 (1. Geo Search Co.,LTD., 2. Kansai University)

[P1-14]Dynamic soil-structure interaction analyses of a foundation system based on rigid inclusions

*Miguel Diaz1, Miguel Angel Manica-Malcom3, Enmanuel Carvajal-Diaz2, Efrain Ovando-Shelley3, Eduardo Botero-Jaramillo3, James Gingery1, Clemens Kummerer4 (1. Keller North America, 2. Keller Cimentaciones, 3. Institute of Engineering, UNAM, 4. Keller Holding GmbH)

[P1-15]An updated simplified pore water pressure model for loosely coupled effective stress analyses

*Anna Chiaradonna1, Giuseppe Tropeano2 (1. University of L'Aquila, 2. University of Cagliari)

[P1-17]Seismic Performance of Drag Anchors for the Floating Offshore Wind Turbines

*On-Lei Annie Kwok1, Pai-Chen Guan2, Cheng-Hua Yang1 (1. National Taiwan University, 2. National Taiwan Ocean University)

[P1-18]A CPT-based dynamic p-y curve method for seismic analysis and design of pile in sand

*Donggun Nam1, Jinoh Kim2, Jiyeong Lee1, Jonghyeog Yoon1, Junhwan Lee1 (1. Yonsei University, 2. Dongil Engineering Consultants Co. Ltd.)

[P1-19]Internal stability analysis of waterfront reinforced soil wall subjected to combined action of earthquake and wave loads

*Rahul Verma1, Kaustav Chatterjee1 (1. Indian Institute of Technology Roorkee)

[P1-20]Seismic response of nearby underground structures in saturated sand

Gang Zheng1, Jihui Zhao1, Jinghao Zhang2, *Haizuo Zhou1, Rui Wang2 (1. Tianjin University, 2. Tsinghua University)

[P1-21]Calibration of advanced soil constitutive models for liquefaction studies: application to an urban area on the eastern Sicily (Italy)

*Maria Stella Vanessa Sammito3, Julieth Quintero2, Salvatore Grasso1, Antonio Viana da Fonseca 2 (1. University of Catania, 2. University of Porto, 3. University “Kore” of Enna)

[P1-22]Seismic Response of Earthfill Dams: Shear Beam Analysis vs Field Observations

*Krishna Santhosh1, Tadahiro Kishida1,3, George Mylonakis1,2 (1. Khalifa University of Science and Technology, 2. University of Bristol, 3. University of California, Los Angeles)

[P1-23]Pore Pressure Generation of Liquefiable Soil Subjected to Irregular Cyclic Loading

*Asri Nurani Sjafruddin1, Mitsu Okamura1, Kohei Ono1 (1. Graduate School of Science and Engineering, Ehime University)

[P1-24]Effects of superstructure response on damage to foundation in liquefied soil

*Hiroko Suzuki1, Takehiro Okumura2 (1. Chiba Institute of Technology, 2. Takenaka Research & Development Institute)

[P1-25]Shake Table Tests on the Bending Moment Distribution of Monopile-Supported Offshore Wind Turbines Subjected to Seismic Motion

*Yousuke Ohya1, Ryo Kobaru2, Eiji Kohama1 (1. Port and Airport Research Institute, 2. Echo Corporation)

[P1-26]Development of liquefaction resistance performance technology using biopolymer

*Chaewoon Jang1, Jongwon Jung1 (1. Chungbuk National University)

[P1-27]Seismic Response Analysis for CO2 Storage Site which into account Hydraulic- Mechanical Coupling by Numerical Manifold Method

*Shigeo Horikawa1, Takeshi Sasaki1, Tsutomu Hashimoto1, Kinichiro Kusunose2, Ryota Hashimoto3 (1. SUNCOH Consultants Co., Ltd., 2. RITE, 3. Kyoto University)

[P1-28]Implementation of Free-Field Boundary Condition for 2D Site Response in OpenSees

*Mohammad Eskandarighadi1, Christopher McGann1 (1. University of Canterbury, Christchurch)

[P2-19]Settlement Prediction of Ring Foundation under Seismic Conditions

*Pratik Goel1, Kaustav Chatterjee1 (1. Indian Institute of Technology Roorkee)

[OS-46-07]Effect of grouting reinforcement on seismic response of the shield tunnel in liquefiable soil

*Jing Pan1, Lianjin Tao1, Shuya Li1 (1. Beijing University of Technology)

[OS-3-05]Optimised calibration algorithm of a bounding surface model for coarse-grained soils

*Tony Fierro1, Davide Noè Gorini2, Filippo Santucci de Magistris1 (1. University of Molise, 2. Sapienza University of Rome)