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

<div>Calculation results of the displacement and internal forces of the pile under different embedded lengths <i>h</i> with <i>q</i>0/<i>q</i><sub>1</sub> = 0. (a) Shear force. (b) Bending moment. (c) Horizontal displacement.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Deformation Control Method of the Antislide Pile under Trapezoidal Load in the Zhangjiawan Landslide 