地盤の動的挙動(4)

[III-320] Effects of initial dry density and effective smectite density on swelling deformation for evaluating the behavior of natural expansive soil

〇Kai Fujinawa¹, Daichi Ito¹, Hideo Komine¹, Hailong Wang¹, Hirofumi Kudo² (1.Waseda University, 2.Electric Power Development Company)

Keywords:Smectite, Mixture specimen, Maximum swelling rate, Effective smectite density