地盤の応力と変形

[III-02] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(2) Analysis of rainfall and loading experiment using loose embankment model

*Taketo Sato¹, Kenta Sugiyama¹, Keita Abe¹, Takaki Matsumaru¹, Kohei Kasahara¹, Tomida Yoshitaka¹, Syota Takagi¹ (1. Railway Technical Research Institute)

Keywords:seepage analysis, stability analysis, Rainfall and loading experiment