Error Source Analysis and Precision Assessment of Limit Equilibrium Methods for Rock Slopes

<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">Type</td><td class="align_center">Height (m)</td><td class="align_center">Slope angle (°)</td><td class="align_center">Dip angle of the sliding surface (°)</td><td class="align_center">Width of the back edge (m)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Planar landslide without tension cracks</td><td class="align_center">53</td><td class="align_center">63</td><td class="align_center">35</td><td class="align_center">71.4</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Geometric parameters of slope.</div>

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tab2

Table 2

Table 2: Error Source Analysis and Precision Assessment of Limit Equilibrium Methods for Rock Slopes 