Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">No.</td><td class="align_center">Risk grade</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">W501</td><td class="align_center">III</td></tr><tr><td class="align_left">W507</td><td class="align_center">III</td></tr><tr><td class="align_left">E01</td><td class="align_center">III</td></tr><tr><td class="align_left">E07</td><td class="align_center">IV</td></tr><tr><td class="align_left">E16</td><td class="align_center">IV</td></tr><tr><td class="align_left">E23</td><td class="align_center">II</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Analytically obtained risk grade of stopes’ stability.</div>

Geofluids

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Table 5

Table 5: Prediction of Stope Stability Using Variable Weight and Unascertained Measurement Technique 