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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Slope type</td><td class="align_center" rowspan="2"><i>R</i><sub>c</sub>/<i>H</i></td><td class="align_center" colspan="3">Methods</td></tr><tr class="thead"><td class="align_center">Proposed</td><td class="align_center">Bishop</td><td class="align_center">FLAC<sup>3D</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Straight</td><td class="align_center">∞</td><td class="align_center">1.27</td><td class="align_center">1.27</td><td class="align_center">1.37</td></tr><tr><td class="align_left">Concave</td><td class="align_center">0.48</td><td class="align_center">1.94</td><td class="align_center">—</td><td class="align_center">1.83</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of the FoS obtained by different methods.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance 

Table 2 | Stability Analysis of Axisymmetric Concave Slopes Based on Two-Dimensional Limit Equilibrium Approach considering Additional Shear Resistance 