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

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/9675715/figures/9675715.fig.004a.svgz" name="9675715.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Compressive strength with ages</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/9675715/figures/9675715.fig.004b.svgz" name="9675715.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Compressive strength ratio of PACRM</td></tr></table>

<div>Trend of compressive strength and strength ratio.</div>

Geofluids

fig4

Figure 4

Figure 4: Effect of Particle Size and Dosing of Polymeric Aluminum Chloride Waste Residue on Cement Mortar 