Model Test and Numerical Simulation of the Mudcake Thickness Effect on the Bearing Capacity of Vertically Loaded Single Piles

Table 3

Numerical calculation parameters.

Material	Unit weight (kN/m^3)	Elasticity modulus (kPa)	Poisson ratio	Internal friction angle (°)	Cohesion (kPa)
Pile shaft	27.0	2.9 × 10^7	0.25	-	-
Pile side soil	20.5	3.7 × 10^4	0.30	30	0
Mudcake	15.0	5.0 × 10^3	0.45	10	10