One-Dimensional Large-Strain Nonlinear Consolidation of Overconsolidated Clays with a Threshold Hydraulic Gradient

Table 1

The parameters.

Parameters	H (m)	(kPa)	e1	kv1 (10^−8m/s)	σpc (kPa)	Gs	γw (kN/m^3)	qc (kPa)	Tvc	Cc	Ck	Cr	i0	ε
Values	20	50	1.5	1.0	25	2.75	10	200	0.05	0.85	0.8	0.05	0.5	10^−4