A Constitutive Model for Saturated Gravelly Sand Based on Higher-Order Dilatancy Equation

Table 3

Parameter determination results.

Dr	M	λ	k		s	t
0.15	1.34	0.058	0.0075	0.3	1.01	0.4
0.35	1.37	0.05	0.004	0.3	1.4	0.75
0.55	1.4	0.04	0.0035	0.3	2	1.5
0.75	1.44	0.025	0.003	0.3	3	2.3