General Session

[General Session] B. Structures (seismic response, structural testing, seismic design, seismic isolation, structural control, seismic retrofit, interactions, etc.) » B-2 Pile and foundation structures

Pile and foundation structures (3)

Thu. Nov 23, 2023 3:40 PM - 5:10 PM G416 (PACIFICO Yokohama North, 4F)

Chairperson: Toshiyuki Kamata (Chemical Grouting Co.,Ltd.)

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3:40 PM - 3:52 PM

[Day1-G416-20] Effect of improvement range of static sand compaction pile method for liquefaction mitigation on horizontal resistance of piles

*Osamu Kaneko¹, Hiroki Yoshitomi² (1. Hiroshima Institute of Technology, 2. Fudo Tetra Corporation)

3:53 PM - 4:05 PM

[Day1-G416-21] Experimental study on seismic response characteristics of station buildings above tracks founded on piles and soil bags

*Tatsuya Doi¹, Keigo Tsukioka¹, Jun Izawa¹, Satoshi Takisawa², Seisuke Kato², Shota Nomoto², Yuya Kinjo² (1. Railway Technical Research Institute, 2. East Japan Railway Company)

4:06 PM - 4:18 PM

[Day1-G416-22] Experimental Study on Pullout Resistance of Piles in Liquefied Soil

*Yohsuke Kawamata¹, Hiroshi Nakazawa² (1. National Research Institute for Earth Science and Disaster Resilience, 2. Shizuoka Institute of Science and Technology)

4:19 PM - 4:31 PM

[Day1-G416-23] Effect of the Seismic Response of Superstructure on Piled-Raft Foundation Based on Centrifugal Model Tests

*Takehiro Okumura¹, Junji Hamada¹ (1. Research and Development Institute, Takenaka Cooporation)

4:32 PM - 4:44 PM

[Day1-G416-24] Estimation Formula of Pipe Strain Causing by Fault Parameters Based on Elasticity Theory of Dislocation

*Yue Pan¹, Yasuko Kuwata¹ (1. Kobe University)

4:45 PM - 4:57 PM

[Day1-G416-25] Characteristics of Pile Settlement subjected to Cyclic Variable Axial Force

*Naoki Iriguchi¹, Syuji Tamura¹ (1. Tokyo Institute of Technology)

4:58 PM - 5:10 PM

[Day1-G416-26] Pile Stress Evaluation of Seismically Isolated Building Constructed on Soil with Inclined Bedrock for Pulse-Like Seismic Motion with Simplified Building Model

*Saya Miyamoto¹, Yoshinori Tobita², Hong Liu¹, Masayuki Nagano¹ (1. Tokyo University of Science, 2. Asanuma Corporation)

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