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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Index</td><td class="align_center" colspan="3">Cushion influencing factor U3</td><td class="align_center" colspan="4">Construction influencing factor U4</td></tr><tr class="thead"><td class="align_center">u31</td><td class="align_center">u32</td><td class="align_center">u33</td><td class="align_center">u41</td><td class="align_center">u42</td><td class="align_center">u43</td><td class="align_center">u44</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Weights (%)</td><td class="align_center">41.1</td><td class="align_center">21.7</td><td class="align_center">37.2</td><td class="align_center">22.3</td><td class="align_center">9.3</td><td class="align_center">37.4</td><td class="align_center">31.0</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Weights of cushion and construction secondary influencing factors.</div>

Advances in Civil Engineering

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Table 6

Table 6: A Prediction Method for Postconstruction Settlement of Pile-Soil Composite Subgrade Based on Fuzzy Comprehensive Evaluation 