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

<div>Interrelation curve between the dimensionless displacement of the pile head and the embedded ratio of the pile with different values of <i>q</i>0/<i>q</i><sub>1</sub>.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Deformation Control Method of the Antislide Pile under Trapezoidal Load in the Zhangjiawan Landslide 