Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_center" colspan="2">Distance from the ground</td><td class="align_center">2 m</td><td class="align_center">7 m</td><td class="align_center">12 m</td><td class="align_center">17 m</td></tr><tr><td class="align_left" colspan="6"><hr/></td></tr><tr><td class="align_left" rowspan="3">Vertical distance (mm)</td><td class="align_center">Location 1</td><td class="align_center">21.9</td><td class="align_center">29.0</td><td class="align_center">36.3</td><td class="align_center">50.1</td></tr><tr><td class="align_center">Location 2</td><td class="align_center">25.1</td><td class="align_center">32.3</td><td class="align_center">38.7</td><td class="align_center">62.6</td></tr><tr><td class="align_center">Average</td><td class="align_center" colspan="4">37.5</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Vertical distance between cement shell and pile body.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Optimization Analysis of Settlement Parameters for Postgrouting Piles in Loess Area of Shaanxi, China 