Deformation and Strength Characteristics of Structured Clay under Different Stress Paths

Table 1

Physical and mechanical indices of Zhanjiang strong structured clay.

Specific gravity Gs/(·cm^−3)	Water content /%	Void ratio e	Liquid limit /%	Plastic limit /%	Plasticity index Ip	Density ρ/(·cm^−3)	Permeability coefficient K/(10^−7 cm/s)	Sensitivity St	Unconfined compressive strength qu/kPa	Structural yield stress σk/KPa
2.69	43.85	1.2	54.2	20.8	33.4	1.84	2.6	6.2	114	300–400