地中構造物の耐震

1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[CS10-149] Centrifugal loading test of circular deep shafts under unsymmetrical earth pressure constructed in dense sand ground (2. external force)

*Yuki Takada¹, Hideki Nagai¹, Kazuhide Yamaguchi², Shingo Horimi³ (1. Obayashi Co. Ltd., 2. Central Research Institute of Electric Power Industry, 3. Tohoku Electric Power Co., Inc)

Keywords:

dense sand,liquefaction,circular shaft,centrifuge model test,unsymmetrical earth pressure

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