A Prediction Method for Postconstruction Settlement of Pile-Soil Composite Subgrade Based on Fuzzy Comprehensive Evaluation

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Index</td><td class="align_center" colspan="4">Geological influencing factor U1</td><td class="align_center" colspan="4">Pile influencing factor U2</td></tr><tr class="thead"><td class="align_center">u11</td><td class="align_center">u12</td><td class="align_center">u13</td><td class="align_center">u14</td><td class="align_center">u21</td><td class="align_center">u22</td><td class="align_center">u23</td><td class="align_center">u24</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Weights (%)</td><td class="align_center">39.1</td><td class="align_center">35.9</td><td class="align_center">22.5</td><td class="align_center">2.5</td><td class="align_center">27.4</td><td class="align_center">24.3</td><td class="align_center">26.9</td><td class="align_center">21.4</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Weights of geological and pile secondary influencing factors.</div>

Advances in Civil Engineering

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Table 5

Table 5: A Prediction Method for Postconstruction Settlement of Pile-Soil Composite Subgrade Based on Fuzzy Comprehensive Evaluation 