Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading

<div>Normalized deflection (<i>y</i><sub>0,s</sub>/<i>y</i><sub>0,<i>H</i></sub>)-load (<i>H</i><sub>0</sub>) curves for different slope angle.</div>

Advances in Civil Engineering

Figure 10: Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading 