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

Figure 18

Influence of fixing styles of the pile end by numerical analysis. D: pile diameter; u: horizontal displacement.

(a) 𝑦=−0.8𝐷

(b) 𝑦=−3𝐷

(c) 𝑦=−7𝐷, passing by slope shoulder