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

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Elastic modulus/MPa</td><td class="align_center">Unit weight/kN·m<sup>−3</sup></td><td class="align_center">Poisson ratio</td><td class="align_center">Cohesion/kPa</td><td class="align_center">Friction angle/°</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">10</td><td class="align_center">20.2</td><td class="align_center">0.3</td><td class="align_center">3</td><td class="align_center">19.6</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

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Table 1

Table 1: Stability Analysis of Anchored Soil Slope Based on Finite Element Limit Equilibrium Method 