Table 3 Model parameters of Shanghai ⑤ 1 layer38.

From: Numerical tests on dynamic response of embankment with pile-supported foundation for high-speed railway in soft ground using soil–water coupling elastoplastic FEM

Parameters

Value

Compression index λ

0.135

Swelling index κ

0.02

Stress ratio at critical state M

1.40

Void ratio N (p’ = 98 kPa on N.C.L.)

0.35

Poisson’s ratio ν

0.815

Losing rate of overconsolidation ratio m

60.00

Collapse rate of structure a

0.10

Developing rate of anisotropy br

0.01

Initial degree of structure R0*

0.60

Initial overconsolidation state R0

0.40

Initial anisotropy ξ0

0.00