Computation Method for the Settlement of a Vertically Loaded Pile in Sloping Ground

<div><i>E</i><sub><i>s</i></sub>-S curve under <i>P</i> = 1000 kN and <i>α</i> = 60°.</div>

Advances in Civil Engineering

Figure 11: Computation Method for the Settlement of a Vertically Loaded Pile in Sloping Ground 