液状化地盤中の基礎，他

Fri. Jul 22, 2022 1:00 PM - 2:30 PM 第5会場 (中会議室301A（3階）)

座長：中本雅也（前田建設工業）

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[22-5-3-01] Liquefaction damage mitigation mechanism for spread foundation using buried gabions

*HIROYUKI ARAKI¹, HIYORI HATA¹ (1. Kagawa University)

[22-5-3-02] A study on seismic reinforcement of pile foundations in volcanic ash ground - Rational liquefaction measures for steel pipe pile foundations -

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

[22-5-3-03] Numerical analysis of the dynamic behavior of pile foundation with ground improvement affected by liquefaction-induced lateral flow

*YUKI MURANAKA¹, YASUO SAWAMURA¹ (1. KYOTO UNIVERSITY)

[22-5-3-04] Investigation of the effects of the girder on the seismic performance of the abutment foundation by centrifuge experiments

*SANGHA LOEK¹, Yasuo Sawamura¹, Ryunosuke Kido¹, Makoto Kimura¹ (1. Kyoto University)

[22-5-3-05] Research on soil-water coupling behavior of group-pile foundation in saturated/unsaturated sandy ground subjected to earthquake loading (Part.1)

*Shu Suzuki¹, Nobuaki Chino¹, Hiromasa Iwai¹, Ho Cho¹ (1. Nagoya Institute of Technology)

[22-5-3-06] Research on soil-water coupling behavior of group-pile foundation in saturated / unsaturated sandy ground subjected to earthquake loading (Part.2)

*Nobuaki Chino¹, Shu Suzuki¹, Hiromasa Iwai¹, Ho Cho¹ (1. Nagoya Institute of Technology)

[22-5-3-07] Model test regarding localized deformation of the ground due to seepage of skirt-foundation

*SATSUKI MURASE¹, Kenichi Maeda¹, Hirohito Koyama², Shunsuke Niwa¹, Yuki Abe¹ (1. Nagoya Institute of Technology, 2. OBAYASHI CORPORATION)

[22-5-3-08] Fundamental Study on Post-Liquefaction Behavior of Suction Anchors and Calculation of Pull-Out Resistance by Model Tests in 1G Field

*Ryosuke Komuro¹, Akiyoshi Kamura¹, Motoki Kazama¹, Masayuki Tomita², Tetsuya Ishikawa² (1. Tohoku University, 2. Tokyo Electric Power Company Holdings)

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