Energy Consumption Analysis of Frozen Sandy Soil and an Improved Double Yield Surface Elastoplastic Model considering the Particle Breakage

Table 2

Parameters related to the volume tangent modulus μ_t.

T (°C)	σ3 (MPa)	a	s	t	e	a1	b1
−3	0.5	2.1	0.1472	4.0229	0.0015	−0.0030	0.0535
	1.0	1.8
	4.0	0.8
	8.0	0.5
−5	0.5	2.3	0.6281	5.1071	0.0006	−0.0015	0.0283
	1.0	1.9
	4.0	0.9
	8.0	0.5