地中構造物の耐震

1:30 PM - 1:40 PM JST(4:30 AM - 4:40 AM UTC)

[CS10-148] Centrifugal loading test of circular deep shafts under unsymmetrical earth pressure constructed in dense sand ground (1. circular deep shafts damage)

*Shingo Horimi¹, Yuki Takada², Hideki Nagai², Kazuhide Yamaguchi³ (1. Tohoku Electric Power Co.,Inc., 2. Obayashi Corporation, 3. Central Research Institute of Electric Power Industry)

Keywords:

dense ground,liquefaction,circular shaft,centrifugal loading test,unsymmetrical earth pressure

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