特殊土

[21-4-1-05] Triaxial compression behaviour of undisturbed samples taken from landslide-prone soil in Dozozawa river

*Minori SATO¹, Kazuki KUWASHIRO¹, Naoki HIURA¹, Itsuki SATO², Hiroyuki HASHIMOTO², Reiko KUWANO³ (1. The University of Tokyo, 2. The University of Tokyo, 3. Institute of Industrial Science, the University of Tokyo)

Keywords:volcanic soil, triaxial test, crushability