Research on the Influence of Weak Interlayer in Open-Pit Slope on Stability

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Rock formation</td><td class="align_center">Sand</td><td class="align_center">Lime</td><td class="align_center">Plaster</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Granite gneiss</td><td class="align_center">80</td><td class="align_center">12</td><td class="align_center">8</td></tr><tr><td class="align_left">Weak interlayer</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">—</td></tr><tr><td class="align_left">Basalt</td><td class="align_center">80</td><td class="align_center">16</td><td class="align_center">4</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mass percentage of each material.</div>

Advances in Civil Engineering

tab7

Table 7

Table 7: Research on the Influence of Weak Interlayer in Open-Pit Slope on Stability 