Rheological Parameters and Transport Characteristics of Fresh Cement Tailings Backfill Slurry in an Underground Iron Mine

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Name</td><td class="align_center">Proportion <i>γ</i></td><td class="align_center">Bulk density <i>ρ</i> (t∙m<sup>−3</sup>)</td><td class="align_center">Porosity <i>ω</i> (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Binder</td><td class="align_center">2.90</td><td class="align_center">1.22</td><td class="align_center">57.93</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic physical parameters of cemented aggregate.</div>

Advances in Civil Engineering

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Table 3

Table 3: Rheological Parameters and Transport Characteristics of Fresh Cement Tailings Backfill Slurry in an Underground Iron Mine 