A Unified Elastoplastic Model of Unsaturated Soils Considering Capillary Hysteresis

Table 3

Hydraulic parameters of Pearl clay.

𝑏^0DR(kPa)	𝑏^0WT(kPa)	𝑑^0DR	𝑑^0WT	𝑆^irr𝑟	𝑐(kPa)	𝛼DR(kPa)	𝛼WT(kPa)
181.15	43.35	1.2	0.8	0.2	1000	350	150