8th International Conference on Earthquake Geotechnical Engineering (8ICEGE)
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Session Details

Oral Session7. Liquefaction assessment

[OS-1]Liquefaction assessment 1

Tue. May 7, 2024 1:00 PM - 3:00 PM JST
Tue. May 7, 2024 4:00 AM - 6:00 AM UTC
Room A 10F 1003+1001+1002
Chairperson: Xiao Wei (Zhejiang University)
1:00 PM - 1:12 PM JST(4:00 AM - 4:12 AM UTC)

[OS-1-01]Definition of liquefaction

*Nozomu Yoshida1 (1. Kanto Gakuin University & Tohoku Gakuin University)
1:12 PM - 1:24 PM JST(4:12 AM - 4:24 AM UTC)

[OS-1-02]Machine learning-based prediction of site responses at liquefiable sites subjected to bi-directional ground motions

*Wenyang Zhang1, Yu-Wei Huang2 (1. University of Texas at Austin, 2. National Yang Ming Chiao Tung University)
1:24 PM - 1:36 PM JST(4:24 AM - 4:36 AM UTC)

[OS-1-03]Liquefaction evaluation of large pier foundations by undisturbed sampling method called GS sampling for coral pebble mixed soil

*Fusao Rito1 (1. OYO Corporation)
1:36 PM - 1:48 PM JST(4:36 AM - 4:48 AM UTC)

[OS-1-04]Liquefaction potential of reconstituted New Zealand loess

*Katherine Yates1, Gabriele Chiaro1, Abilash Pokhrel1, Sean Rees1 (1. University of Canterbury)
1:48 PM - 2:00 PM JST(4:48 AM - 5:00 AM UTC)

[OS-1-05]Applicability of critical void ratio theory for liquefaction potential assessment of Rubber Sand Mixture (RSM)

*Akshat Srivastava1, Subhadeep Banerjee1, Lucia Mele2, Alessandro Flora2 (1. Indian Institute of Technology Madras, 2. University of Napoli Federico II)
2:00 PM - 2:12 PM JST(5:00 AM - 5:12 AM UTC)

[OS-1-06]Characteristics of liquefaction processes in sandy soils under long-duration seismic waves

*Keisuke Ishikawa1, Susumu Yasuda1 (1. Tokyo Denki University)
2:12 PM - 2:24 PM JST(5:12 AM - 5:24 AM UTC)

[OS-1-07]A Simplified Energy-based Liquefaction Triggering Model

*Russell A. Green1, Kristin J. Ulmer2, Adrian Rodriguez-Marek1, James K. Mitchell1 (1. Virginia Tech, 2. Southwest Research Institute)
2:24 PM - 2:36 PM JST(5:24 AM - 5:36 AM UTC)

[OS-1-08]Improved CPT-based Liquefaction Assessments with the IB Parameter: A Case Study in the San Francisco Bay Area

*Clayton J. Proto1 (1. Rockridge Geotechnical, Inc.)
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