地中構造物の耐震

1:20 PM - 1:30 PM JST(4:20 AM - 4:30 AM UTC)

[CS10-147] Examination of shaft modeling method using two-dimensional effective stress analysis considering liquefaction of dense ground

*Tatsumasa Watanabe¹, Usuman Farooq¹, Toyofumi Matsuo², Shingo Horimi³ (1. Tokyo Electric Power Services Co., 2. Central Research Institute of Electric Power Industry, 3. Tohoku Electric Power Co.)

Keywords:

Two-dimensional effective stress analysis,Liquefaction,Dense ground

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