Session information

General session

7. 地盤防災

地盤振動・変形③

Thu. Jul 23, 2020 1:20 PM - 2:50 PM Room No. 11

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[23-11-3-01] Stress changes during a sheking event in a ground model comprized of gravelly soil for a centrifuge test

*Tadashi KAWAI¹, Koki Takahashi¹ (1. Tohoku University)

[23-11-3-02] Experimental studies on the 3-dimentional seismic behavior of embankment on liquefiable ground

*Masayuki Tomita¹, Kenji Watanabe², Zafar Avzalshoev², Kazumsa Nishikouri³ (1. JERA Co., Inc., 2. The University of Tokyo, 3. Tokyo Power Electric Power Company Holdings Co., Inc.)

[23-11-3-03] Effect of shaking direction on the 3-dimentional seismic behavior of embankment on liquefiable ground

*Kenji Watanabe¹, ZAFAR Avzalshoev¹, Masayuki Tomita², Kazumasa Nishikouri³ (1. The University of Tokyo, 2. JERA Co., Inc, 3. Tokyo Electric Power Company Holdings Co., Inc.)

[23-11-3-04] Dynamic model tests on the effects of groundwater table profiles on liquefaction inside an embankment resting on soft ground

*Shozo Tsuchida¹, Tomoki Gondai¹, Thirapong Pipatpongsa¹, Takafumi Kitaoka¹, Hiroyasu Ohtsu¹ (1. Kyoto University)

[23-11-3-05] Research of rainfall safety factor on design and construction at the site of embankment seismic reinforcement

*Hiroshi Nakamura¹, Kimihiko Kuboi¹, Satoshi Kiryu², Shingo Mihira³ (1. East Japan Railway Company, 2. JR East Consultants Company, 3. Integrated Geotechnology Institute Limited)

[23-11-3-06] Consideration of seismic diagnosis method and seismic performance evaluation for high degree of compaction embankment

*Kimihiko KUBOI¹, Hiroshi Nakamura¹, Hiromoto Nakatuka², Kouhei Numata², Yasuhito Arai³, Shingo Mihira⁴ (1. East Japan Railway Company, 2. JR East Consultants Company, 3. Chuo Kaihatsu Corporation, 4. Integrated Geotechnology Institute Limited)

[23-11-3-07] Dynamic behavior of soil embankment during tensile crack growth

*Yomi Harada¹, Jun Kurima¹, Hiroyuki Goto¹, Sumio Sawada¹ (1. Kyoto University)

[23-11-3-08] Three-dimensional elasto-plastic analysis of surface soil deformation induced by displacement of strike-slip fault with random bending

*Shuhei Iwai¹, Toshihiro Noda¹, Tomohiro Toyoda¹ (1. Nagoya University)

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