The Anti sliding Mechanism of Adjacent Pile-Anchor Structure considering Traffic Load on Slope Top

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Lithology</td><td class="align_center">Sandstone (kN/m<sup>3</sup>)</td><td class="align_center">Silty mudstone (kN/m<sup>3</sup>)</td><td class="align_center">Silty soil (kN/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Horizontal</td><td class="align_center">90106</td><td class="align_center">—</td><td class="align_center">—</td></tr><tr><td class="align_left">Vertical</td><td class="align_center">136595/237440</td><td class="align_center">158568/104815</td><td class="align_center">—</td></tr><tr><td class="align_left">Normal</td><td class="align_center">81702</td><td class="align_center">56612</td><td class="align_center">1722</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Reaction coefficient of every strata.</div>

Advances in Civil Engineering

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Table 2

Table 2: The Anti sliding Mechanism of Adjacent Pile-Anchor Structure considering Traffic Load on Slope Top 