Stability Analysis of Anchored Soil Slope Based on Finite Element Limit Equilibrium Method

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Solution method</td><td class="align_center">Safety factor</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Slice method</td><td class="align_center">Bishop</td><td class="align_center">0.923</td></tr><tr><td class="align_left" rowspan="2">FEM</td><td class="align_center">Finite element limit equilibrium method</td><td class="align_center">0.976</td></tr><tr><td class="align_center">SRM</td><td class="align_center">1.005</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Excavation slope of safety factors without anchoring.

Mathematical Problems in Engineering

tab8

Table 8

Table 8: Stability Analysis of Anchored Soil Slope Based on Finite Element Limit Equilibrium Method 