Establishment and Experimental Verification of Stress-Temperature Coupled Damage Model of Warm Frozen Soil

Table 4

Shape parameter and scale parameter solutions (method 2).

Confining pressure (MPa)	0.05 MPa		0.15 MPa		0.25 MPa
Temperature (°C)
-2.0	1.3261	9.8057	1.2408	9.9055	1.2007	9.9976