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

Table 2

EPDI model parameters of the interface.

𝜀vd,ir,ult	𝛼	𝛽	𝜑0 (°)	𝐺0	𝑛0	𝜇0	𝑚0	𝑘0	𝑚𝑘0	𝐶𝑒	𝐶0
0.15	500	1.0	33	30	0.5	300	0.3	0	0.1	0.005	0.005