Stability Analysis of Rock Slope Based on Improved Principal Component Analysis Model: Taking Fuwushan Slope as an Example

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Model</td><td class="align_center">ARE (%)</td><td class="align_center">FMSE</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">GEP</td><td class="align_center">11.63</td><td class="align_center">0.149</td></tr><tr><td class="align_left">RVM</td><td class="align_center">4.18</td><td class="align_center">0.048</td></tr><tr><td class="align_left">PCA-RVM</td><td class="align_center">0.95</td><td class="align_center">0.011</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of ARE and FMSE of different models.</div>

Geofluids

tab6

Table 6

Table 6: Stability Analysis of Rock Slope Based on Improved Principal Component Analysis Model: Taking Fuwushan Slope as an Example 