土体的本构模型和超重力物理模拟$^{\bf 1)}$
陈云敏(
),马鹏程,唐耀
),马鹏程,唐耀
CONSTITUTIVE MODELS AND HYPERGRAVITY PHYSICAL SIMULATION OF SOILS$^{\bf 1)}$
Chen Yunmin(),Ma Pengcheng,Tang Yao
),Ma Pengcheng,Tang Yao
图2. 土体剪切破坏导致边坡失稳流滑
Fig. 2. The slope sliding caused by the shear failure of soils
