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

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Testing product</td><td class="align_center" colspan="8">Chemical composition (%)</td></tr><tr class="thead"><td class="align_center">SiO<sub>2</sub></td><td class="align_center">Al<sub>2</sub>O<sub>3</sub></td><td class="align_center">CaO</td><td class="align_center">TiO<sub>2</sub></td><td class="align_center">Fe<sub>2</sub>O<sub>3</sub></td><td class="align_center">MgO</td><td class="align_center">Cl<sup>-</sup></td><td class="align_center">Other</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">PAC waste residue</td><td class="align_center">45.72</td><td class="align_center">27.80</td><td class="align_center">5.68</td><td class="align_center">3.86</td><td class="align_center">3.42</td><td class="align_center">1.34</td><td class="align_center">2.25</td><td class="align_center">10.40</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Geofluids

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Table 3

Table 3: Effect of Particle Size and Dosing of Polymeric Aluminum Chloride Waste Residue on Cement Mortar 