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

<div>The rapid increase in the dimensionless displacement along with nonconvergence signifies slope failure, at which <i>FS</i> = 1.00 (<i>D</i> = 1.5, <i>c</i><sub><i>u</i>2</sub>/<i>c</i><sub><i>u</i>1</sub> = 1.12, and cot<i>β</i> = 1.0).</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes 