Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes

<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">Slope shape (before failure)</td><td class="align_center">Convex shape</td><td class="align_center">Concave shape</td><td class="align_center">Stepped shape</td><td class="align_center">Straight shape</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Linyou</td><td class="align_center">10</td><td class="align_center">19</td><td class="align_center">48</td><td class="align_center">8</td></tr><tr><td class="align_left">Baota</td><td class="align_center">107</td><td class="align_center">10</td><td class="align_center">21</td><td class="align_center">154</td></tr><tr><td class="align_left">Qinba</td><td class="align_center">16</td><td class="align_center">1</td><td class="align_center">1</td><td class="align_center">8</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Quantity distribution of landslides with different slope shapes.</div>

Advances in Civil Engineering

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Table 1

Table 1: Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes 