Pile-Reinforcement Behavior of Cohesive Soil Slopes: Numerical Modeling and Centrifuge Testing

Table 1

Model parameters of the elastoplasticity model for soil.

c (kPa)	𝜙0 (°)	𝑅𝑓	𝐾	𝑛	𝐺	𝐹	𝐷
50	35	0.7	92	0.15	0.05	0.15	1.5