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

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">1000 kN</td><td class="align_center">2000 kN</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Number of steel strand (bundle)</td><td class="align_center">7</td><td class="align_center">14</td></tr><tr><td class="align_left">Diameter of steel strand (mm)</td><td class="align_center">15.24</td><td class="align_center">15.24</td></tr><tr><td class="align_left">Elastic modulus of steel strand (GPa)</td><td class="align_center">180</td><td class="align_center">180</td></tr><tr><td class="align_left">Nominal section area of steel strand (mm<sup>2</sup>)</td><td class="align_center">980</td><td class="align_center">1960</td></tr><tr><td class="align_left">Yield strength of steel strand (MPa)</td><td class="align_center">1860</td><td class="align_center">1860</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of the prestressed anchorage cable.</div>

Advances in Civil Engineering

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Table 4

Table 4: Stability Analysis and Reinforcement of a High-Steep Rock Slope with Faults: Numerical Analysis and Field Monitoring 