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

<div>Computed <i>FS</i> and deformed meshes at failure for different strength ratio <i>c</i><sub><i>u</i>2</sub>/<i>c</i><sub><i>u</i>1</sub> (<i>D</i> = 1.5 and cot<i>β</i> = 1.5).</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes 