Table 4 Material parameter.

From: Changing of mechanical property and bearing capacity of strongly chlorine saline soil under freeze-thaw cycles

Type

Subsoil

Foundation

Modulus of elasticity /MPa

10 (C85 and C90), 35 (C95)

20000

Poisson's ratio

0.38

0.2

unit weight / kN·m-3

17.6 (C85 and C90), 18.7(C95)

20