Effects of Tailings Gradation on Rheological Properties of Filling Slurry

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Element unit</td><td class="align_center">Density (kg·m<sup>−3</sup>)</td><td class="align_center">Porosity (%)</td><td class="align_center">Permeability coefficient (cm·s<sup>−1</sup>)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Tailings</td><td class="align_center">2320</td><td class="align_center">46.5</td><td class="align_center">6.23 × 10<sup>−3</sup></td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Part of the physical parameters of the tailings.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Effects of Tailings Gradation on Rheological Properties of Filling Slurry 