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7. 正常固结土的临界状态线
Fig. 7. Critical state line (CSL) of normally consolidated clay
