粘性土・中間土③

[11-5-3-07] Effect of embankment material properties and water supply on cumulative deformation characteristics during repeated loading

*Takumi Ozaki¹, Kohei Kasahara¹, Takaki Matsumaru¹, Taketo Sato¹, Yoshitaka Tomida¹, Shota Takagi¹, Mineo Kiguchi² (1. Railway Technical Research Institute, 2. Integrated Geotechnology Institute Limited)

Keywords:Soil material, Degree of saturation, Cyclic triaxial test