地中構造物の耐震

1:50 PM - 2:00 PM JST(4:50 AM - 5:00 AM UTC)

[CS10-150] Centrifugal loading test of circular deep shafts under
unsymmetrical earth pressure constructed in dense sand
ground(3. reproduction analysis)

*Takahiro Tsutsumiuchi¹, Hideki Nagai¹, Kazuhide Yamaguchi², Shingo Horimi³ (1. Obayashi Corporation, 2. Central Research Institute of Electric Power Industry, 3. Tohoku Electric Power Co., Inc.)

Keywords:

dense ground,liquefaction,unsymmetrical earth pressure,circular shaft,2D effective stress FEM analysis,3D non-linear RC FEM analysis

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