Deformation Control Method of the Antislide Pile under Trapezoidal Load in the Zhangjiawan Landslide

<div>Calculated values of horizontal displacement for piles of various embedded lengths with different values of q0/q1. (a) Horizontal displacement under q0/q1 = 0 .(b) Horizontal displacement under q0/q1 = 1.</div>

Advances in Civil Engineering

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Figure 11

Figure 11: Deformation Control Method of the Antislide Pile under Trapezoidal Load in the Zhangjiawan Landslide 