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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Damping constant (kN·s/m)</td><td class="align_center">Sandstone</td><td class="align_center">Silty mudstone</td><td class="align_center">Silty soil</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left"><i>P</i></td><td class="align_center">3565.91</td><td class="align_center">2815.85</td><td class="align_center">247.31</td></tr><tr><td class="align_left"><i>S</i></td><td class="align_center">2248.48</td><td class="align_center">1531.40</td><td class="align_center">142.78</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Damping constant of every strata.</div>

Advances in Civil Engineering

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Table 4

Table 4: The Anti sliding Mechanism of Adjacent Pile-Anchor Structure considering Traffic Load on Slope Top 