Computation Method for the Settlement of a Vertically Loaded Pile in Sloping Ground

Table 2

Soil and pile properties.

Material	Young’s modulus (Pa)	Poisson’s ratio	Density (kg·m^−3)	Cohesion (Pa)	Friction angle (°)	Dilatation angle (°)
Pile	3.0 × 10^10	0.1	2500	—	—	—
Soil	1.2 × 10^7	0.40	1800	3.0 × 10^4	35°	5°