Numerical Simulation of Artificial Recharge Groundwater Effect on Overlying Soft Clay Compression Control

Table 1

Parameters of the numerical model.

Layer	Soil	Hydraulic conductivity (m/d)		Specific storage (1/m)	Deformation modulus (MPa)
		Kxx (Kyy)	Kzz	Ss	Ei
1	①	0.0001	0.00001	1 × 10^−6	8
2	②	0.0002	0.00002	5 × 10^−4	8
3	③1	12	3.5	5 × 10^−5	90
4	③2	13	4	5 × 10^−5	95
5	④	20	5	1 × 10^−4	140
6	⑤	0.0001	0.00001	1 × 10^−4	200