杭基礎⑥

Wed. Jul 22, 2020 9:00 AM - 10:30 AM Room No. 9

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[22-9-1-01] Behaviour of model foundations supported by plate piles subjected to vertical and horizontal loading (Part 1: Outline of experiment and results of vertical load test)

*Wentao Guo¹, Yasutaka Honda¹, Tatsunori Matsumoto¹, Shinya Shimono¹, Yukihiro Ishihara² (1. Kanazawa University, 2. GIKEN LTD.)

[22-9-1-02] Behaviour of model foundations supported by plate piles subjected to vertical and horizontal loading (Part 2: Results of horizontal load tests)

*Yasutaka Honda¹, Wentao Guo¹, Tatsunori Matsumoto¹, Shinya Shimono¹, Yukihiro Ishihara² (1. Kanazawa University, 2. GIKEN Ltd.)

[22-9-1-03] Centrifuge tests on monopile in dense-sand subjected to various types of cyclic lateral loading

*Naoya Omura¹, Akihiro Takahashi¹, Ayumu Naito², Takaaki Kobayashi², Yukiho Kamata² (1. Tokyo Institute of Technology, 2. KAJIMA coporation)

[22-9-1-04] An experimental study on mechanical behavior of large diameter steel tubular single pile subjected to lateral loading

*Katsuyuki Takeuchi¹, Jiro Takemura¹ (1. Tokyo Institute of Technology)

[22-9-1-05] Numerical method for lateral mechanical behavior of steel pipe sheet pile foundation by finite element method

*Yusuke Miyazaki¹, Yasuo Sawamura¹, Tomohiko Nishihara², Takashi Kosaka², Kazuhiko Maekawa³, Kazuhiko Maekawa³, Makoto Kimura¹ (1. Kyoto University, 2. Hanshin Expressway Company Limited, 3. Hanshin Expressway Technology Center)

[22-9-1-06] Simulation analysis of horizontal cyclic loading tests of pile using 3D elasto-plastic constitutive model

*Hirokazu Sugiyama¹, Tetsuo Okuno¹, Kiyoshi Fukutake¹, Hiroomi Takahashi², Yoshihiko Toda², Teruo Nakai³ (1. Shimizu Corporation, 2. JIP Techno Science Corporation, 3. Geo-Research Institute)

[22-9-1-07] Analysis on plastic deformation behavior of piles and share in energy absorption between pile and soil based on large lateral loading tests of steel pipe piles focused on pile diameter

*Taku Kobayashi¹, Yoshiro Ishihama¹ (1. Nippon Steel Corporation)

[22-9-1-08] Analysis of Effect of Vertical Load on Ultimate Horizontal Load Capacity of Pile in Sand Using a Three-Dimensional Displacement Approach

*Hiroyoshi Hirai¹ (1. Applied Geotechnical Institute, Inc.)

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