Time-Dependent Creep Damage Model of Frozen Soil with Unsteady Fractional Order under Temperature and Stress Coupling

Table 1

Physical and mechanical characteristic parameters of soil samples.

Liquid limit (%)	Plasticity index	Specific gravity	Maximum dry density (g/cm^3)	Optimum moisture content (%)
29.56	14.09	2.72	1.6	17.7