Session Details
[OS-2]Slope, embankment, dams and landfills 1
Tue. May 7, 2024 1:00 PM - 3:00 PM JST
Tue. May 7, 2024 4:00 AM - 6:00 AM UTC
Tue. May 7, 2024 4:00 AM - 6:00 AM UTC
Room B 10F 1004+1005
Chairperson: Lorne Arnold (University of Washington, Tacoma)
[OS-2-01]Controlling Role of Ground Motion Time Histories on the North-South Difference in Coseismic Landslide Distribution during the 2018 Hokkaido Eastern Iburi Earthquake
*Dongliang Huang1,2, Hiroyuki Goto2, Chenlin Xiang3,2 (1. CSU University, 2. Kyoto University, 3. SWJTU University)
[OS-2-02]Rigid and flexible slope under near-fault pulse ground motions: acceleration records versus synthetic wavelets
*Chenlin Xiang1,2, Ueda Kyohei2, Dongliang Huang3,2, Yingbin Zhang1 (1. Southwest Jiaotong University, 2. Kyoto University, 3. Central South University)
[OS-2-03]Coupled hydro-mechanical modelling of the seismic response of a zoned earth dam
Orazio Casablanca2, Giuseppe Di Filippo2, Daniela Giretti4, *Luca Masini1, Fabio Rollo1, Mariagrazia Tretola3 (1. Sapienza, Università di Roma, 2. Università degli Studi di Messina, 3. Università degli Studi del Sannio, 4. Università di Bergamo)
[OS-2-04]Bayesian Network Based Probabilistic Modelling of Earthquake Induced Landslides
*Tanmoy Das1, Deepankar Choudhury1 (1. Indian Institute of Technology Bombay,)
[OS-2-05]Centrifuge Shake Table Tests on Damage Process and Failure Mode of Embankments with Different Slope Gradient
*Ryuichi Ibuki1, Kentaro Uemura2, Tatsuya Doi1, Jun Izawa1, Sokkheang Sreng2 (1. Railway Technical Research Institute , 2. Nippon Koei)
[OS-2-06]An Underappreciated Mechanism for Failure of Tailings Dams
*Robert Maxwell Pyke1 (1. Robert Pyke, Consulting Engineer)
[OS-2-07]Impact of Varying Seismic Parameters on the Performance of Concrete Gravity Dams using Finite Element Analysis
*Mohammad Osman Baig1,2, Zafar Iqbal Baig3 (1. Tetra Tech Coffey Pty Ltd, 2. University of Melbourne, 3. University of Management and Technology)
[OS-2-08]Estimation method of density distribution related to seismic diagnosis of existing embankment
*Taketo Sato1, Syota Takagi1, Takaki Matsumaru1, Yoshitaka Tomida1, Atsushi Enya2, Yoshisada Hamada2 (1. Railway Technical Research Institute, 2. West Japan Railway Company)
