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

<div>Verification analysis of <i>H</i><sub>0</sub>-<i>y</i><sub>0</sub> curves relationship for FE analysis. (a) <i>θ</i> = 20° (b) <i>θ</i> = 40°.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading 