Synergism Analysis of Bedding Slope with Piles and Anchor Cable Support under Sine Wave Vehicle Load

<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">Intermediate weathered sandstone<br/>kN/m<sup>3</sup></td><td class="align_center">Intermediate weathered silty mudstone<br/>kN/m<sup>3</sup></td><td class="align_center">Strong weathered silty mudstone<br/>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">133998</td><td class="align_center">137196</td><td class="align_center">—</td></tr><tr><td class="align_left">Vertical</td><td class="align_center">225577</td><td class="align_center">98332/137199</td><td class="align_center">3449</td></tr><tr><td class="align_left">Normal</td><td class="align_center">215823</td><td class="align_center">78628</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>

Foundation reaction coefficient of every stratum.

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Synergism Analysis of Bedding Slope with Piles and Anchor Cable Support under Sine Wave Vehicle Load 