Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance

<div>Variations of FoS with respect to the ratio <i>R</i><sub>c</sub>/<i>H</i>.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance 

Figure 5 | Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance 