特殊土ー変形・動的性質

[23-1-2-05] Particle crushing behavior during undrained cyclic shearing of saturated pumice soil

*Yui Watanabe¹, Toshiyasu Unno¹, Mamoru Kikumoto², Akiyoshi Kamura³, Takaki Matsumaru⁴ (1. Utsunomiya University, 2. Yokohama National University, 3. Tohoku University, 4. Railway Technical Research Institute)

Keywords:particle breakage, liquefaction, cyclic shear test