Numerical Analysis of the Preloading Consolidation of the Soft Foundation with a Plastic Drainage Plate

Table 2

Parameters of the material.

Material	Constitutive model	E (MPa)	C (kPa)	Φ (°)	Ψ (°)	μ	k0 (m day^−1)
Blow sand	M-C	30	2.42	31.21	0	0.26	1.05
Sand cushion	M-C	45	1.23	38.03	0	0.25	2.35
Landfill	M-C	20	12.74	26.12	0	0.31	−
Drainage plate	Hooke	20	−	−	−	0.3	4.33