A Unified Elastoplastic Model of Unsaturated Soils Considering Capillary Hysteresis

Table 2

Mechanical parameters of Pearl clay.

𝜆	𝜅	𝐺(kPa)	𝑟	𝑚	𝑝^∗𝑐0	𝜀^𝑝𝑣,max
0.12	0.03	5000	4.5	0.035	20.15	0.25