Geotechnical Engineering 2 (Geo Material)

[CS2-39] EFFECT OF GRANULAR PARTICLE MORPHOLOGY ON MECHANICAL RESPONSES UNDER CONSISTENT TAPPING METHOD

*Yang Li¹, Masahide Otsubo², Reiko Kuwano³ (1. the Department of Civil Engineering, the University of Tokyo, 2. IIS, the University of Tokyo, 3. IIS, the University of Tokyo)

キーワード：Triaxial Test, Particle Morphology, Stress Response, Tapping Energy