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

Figure 5

Displacement distribution comparison of numerical analysis and test results on different vertical sections. u: horizontal displacement; v: vertical displacement; D: pile diameter.

(a) 𝑦=−10.5𝐷

(b) 𝑦=−7𝐷, passing by slope shoulder

(c) 𝑦=−3𝐷