A Study of Coupled Creep Damaged Constitutive Model of Artificial Frozen Soil

Figure 2

Comparison between measured and theoretical values from triaxial creep tests of artificial frozen soil at different freezing temperature and consolidation confining pressure: (a) −10°C, 4.0 MPa; (b) −10°C, 5.0 MPa; (c) −10°C, 6.0 MPa; (d) −10°C, 7.0 MPa.

(a)

(b)

(c)

(d)