Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Structure</td><td class="align_center">Elastic modulus (kN/m<sup>2</sup>)</td><td class="align_center">Unit weight (kN/m<sup>3</sup>)</td><td class="align_center">Poisson’s ratio</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Antislide pile</td><td class="align_center">2.40<i>E</i>7</td><td class="align_center">25.0</td><td class="align_center">0.3</td></tr><tr><td class="align_left">Anchor</td><td class="align_center">2.05<i>E</i>8</td><td class="align_center">78.5</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical parameters of the support structures.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Simulation Parameter Test and Seepage Effect Analysis of Pile-Anchor Support for Binary Slope 