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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Excavation stages</td><td class="align_center">Unreinforced</td><td class="align_center">Reinforced</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">2.12</td><td class="align_center">2.12</td></tr><tr><td class="align_left">2</td><td class="align_center">2.02</td><td class="align_center">2.02</td></tr><tr><td class="align_left">3</td><td class="align_center">1.98</td><td class="align_center">2.09</td></tr><tr><td class="align_left">4</td><td class="align_center">1.93</td><td class="align_center">2.08</td></tr><tr><td class="align_left">5</td><td class="align_center">1.91</td><td class="align_center">2.07</td></tr><tr><td class="align_left">6</td><td class="align_center">1.46</td><td class="align_center">1.74</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculated FOS values of the rock slope with and without the reinforcement.</div>

Advances in Civil Engineering

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Table 6

Table 6: Stability Analysis and Reinforcement of a High-Steep Rock Slope with Faults: Numerical Analysis and Field Monitoring 