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

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Index</td><td class="align_center">Weights (%)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Geological influencing factor <i>U</i><sub>1</sub></td><td class="align_center">15.7</td></tr><tr><td class="align_left">Pile influencing factor <i>U</i><sub>2</sub></td><td class="align_center">29.4</td></tr><tr><td class="align_left">Cushion influencing factor <i>U</i><sub>3</sub></td><td class="align_center">34.8</td></tr><tr><td class="align_left">Construction influencing factor <i>U</i><sub>4</sub></td><td class="align_center">20.1</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Weights of primary factor index.</div>

Advances in Civil Engineering

tab7

Table 7

Table 7: A Prediction Method for Postconstruction Settlement of Pile-Soil Composite Subgrade Based on Fuzzy Comprehensive Evaluation 