土構造物の耐震

2:00 PM - 2:10 PM JST(5:00 AM - 5:10 AM UTC)

[CS10-130] Effect of Soil Particle Arching Induced by Diaphragm Deformation of Earth Pressure Cells on Earth Pressure Response in Dense Saturated Sand under Seismic Loading

*Ikki Kato¹, Tomohiro Sasaki¹, Hidetoshi Touyama², Kazuma Inoue³, Kyohei Ueda⁴ (1. Obayashi Corporation, 2. CREATEC Co., Ltd., 3. Ritsumeikan University, 4. Kyoto University)

Keywords:

Soil arching,Earth pressure,Shaking table test,Dense sand,FLIP