Shear Properties of Cemented Paste Backfill under Low Confining Stress

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Composition</td><td class="align_center">CaO</td><td class="align_center">SiO<sub>2</sub></td><td class="align_center">SO<sub>3</sub></td><td class="align_center">Al<sub>2</sub>O<sub>3</sub></td><td class="align_center">MgO</td><td class="align_center">Fe<sub>2</sub>O<sub>3</sub></td><td class="align_center">K<sub>2</sub>O</td><td class="align_center">Na<sub>2</sub>O</td></tr><tr><td class="align_left" colspan="9"><hr/></td></tr><tr><td class="align_left">Content (wt.%)</td><td class="align_center">64.2</td><td class="align_center">20.0</td><td class="align_center">4.1</td><td class="align_center">3.9</td><td class="align_center">3.1</td><td class="align_center">3.0</td><td class="align_center">0.5</td><td class="align_center">0.2</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Tailing mineralogy composition.</div>

Advances in Civil Engineering

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Table 1

Table 1: Shear Properties of Cemented Paste Backfill under Low Confining Stress 