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

<div><i>C</i><sub>f</sub> versus the <i>R</i><sub>c</sub>/<i>H</i> ratio for different soil cohesions.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance 

Figure 8 | Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance 