Parameter
Name
Unit
Pile [17]
Cushion [17]
Clay [18]
Material model
Model
-
Linear elastic
Mohr coulomb
Mohr coulomb
Type of material behavior
Type
-
Non-porous
Drained
Drained
Soil unit weight
Unsat
kN/m3
22
21.3
17
Young’s modulus
E
kN/m2
260,000
50,000
Poisson’ ratio
0.2
0.3
0.25
Cohesion
c
kN/m2
1.5
5
Friction angle
0
30.5
21
Dilatancy angle
0
0
0
Interface strength
Rinter
0.9
0.67