Reinforcement Effect of Inclined Prestressed Concrete Pipe Piles on an Inclined Soft Foundation

Table 2

Model material parameters.

Soil layer	Model	E (kPa)	υ	γ (kN·m^−3)	φ (°)	c (kPa)	e0	k (m·s^−1)
Mucky soil	Mohr–Coulomb model	7850	0.38	17	4.4	5.62	1.1	2e – 8
Silty clay		57000	0.25	18	18.15	36.21	0.5	2e – 7
Embankment soil		18400	0.33	18	16.7	37.6	0.73	2.08e − 7
PCP pile	Linear elastic model	2.7 × 10^7	0.17	25	∼	∼	∼	∼