Optimization of Stope Structural Parameters Based on Mathews Stability Graph Probability Model

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Schemes</td><td class="align_center">Strip width (m)</td><td class="align_center">Steps</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Scheme 1</td><td class="align_center">6</td><td class="align_center">I, II, and III</td></tr><tr><td class="align_left">Scheme 2</td><td class="align_center">7</td><td class="align_center">I, II, and III</td></tr><tr><td class="align_left">Scheme 3</td><td class="align_center">8</td><td class="align_center">I, II, and III</td></tr><tr><td class="align_left">Scheme 4</td><td class="align_center">9</td><td class="align_center">I, II, and III</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: Optimization of Stope Structural Parameters Based on Mathews Stability Graph Probability Model 