Effect of Particle Size and Dosing of Polymeric Aluminum Chloride Waste Residue on Cement Mortar

<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">Apparent density (g/cm<sup>3</sup>)</td><td class="align_center">Bulk density (g/cm<sup>3</sup>)</td><td class="align_center">Specific surface area (cm<sup>2</sup>/g)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">2.3</td><td class="align_center">0.83</td><td class="align_center">1250</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of fly ash.</div>

Geofluids

tab2

Table 2

Table 2: Effect of Particle Size and Dosing of Polymeric Aluminum Chloride Waste Residue on Cement Mortar 