Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes

<div>Computed <i>P</i><sub><i>crit</i></sub> corresponding to different cot<i>β</i> and various <i>D</i>.</div>

Advances in Materials Science and Engineering

Figure 9: Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes 