A Typical Basalt Platform Landslide: Mechanism and Stability Prediction of Xiashan Landslide

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Model 1</td><td class="align_center">Model 2</td><td class="align_center">Model 3</td><td class="align_center">Model 4</td><td class="align_center">Model 5</td><td class="align_center">Model 6</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Stability coefficient</td><td class="align_center">1.151</td><td class="align_center">1.125</td><td class="align_center">1.087</td><td class="align_center">1.062</td><td class="align_center">1.049</td><td class="align_center">1.042</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Slope safety coefficient in the six working conditions.</div>

Advances in Civil Engineering

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Table 3

Table 3: A Typical Basalt Platform Landslide: Mechanism and Stability Prediction of Xiashan Landslide 