Analysis of Vertical Response of Drilled Pile at the Crest of Rock Slope Based on Shear Behavior

<div>The influence of slope angle and interface roughness on residual unit side resistance: (a) the influence of slope angle; (b) the influence of the half-chord length.</div>

Geofluids

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Figure 8

Figure 8: Analysis of Vertical Response of Drilled Pile at the Crest of Rock Slope Based on Shear Behavior 