地盤の応力と変形

[III-01] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(1) Rainfall and loading experiment using embankment model with different compaction degree

*Keita Abe¹, Kenta Sugiyama¹, Takaki Matsumaru¹, Taketo Sato¹, Kohei Kasahara¹, Yoshitaka Tomita¹, Shouta Takagi¹ (1. Railway technical research institute)

Keywords:Embankment, Rainfall and loading experiment, Bearing capacity performance under train load, Compaction degree