Stability Analysis and Reinforcement of a High-Steep Rock Slope with Faults: Numerical Analysis and Field Monitoring

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Case number</td><td class="align_center">Simulated conditions</td><td class="align_center">Faults</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">No fault</td><td class="align_center">—</td></tr><tr><td class="align_left">2</td><td class="align_center" rowspan="2">One fault</td><td class="align_center">f14</td></tr><tr><td class="align_left">3</td><td class="align_center">f20</td></tr><tr><td class="align_left">4</td><td class="align_center">Two faults</td><td class="align_center">f14, f20</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mechanical properties of the rock masses.</div>

Advances in Civil Engineering

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Table 3

Table 3: Stability Analysis and Reinforcement of a High-Steep Rock Slope with Faults: Numerical Analysis and Field Monitoring 