Postfire Residual Strength and Morphology of Concrete Incorporating Natural Rubber Latex Exposed to Elevated Temperatures

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">Property</td><td class="align_center">TSC%</td><td class="align_center">DRC%</td><td class="align_center">NRC%</td><td class="align_center">pH</td><td class="align_center">VFA%</td><td class="align_center">NH<sub>3</sub>%</td><td class="align_center">MST (s)</td><td class="align_center">Specie</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">Magnitude</td><td class="align_center">61.64</td><td class="align_center">60.09</td><td class="align_center">1.45</td><td class="align_center">10.07</td><td class="align_center">0.018</td><td class="align_center">0.25</td><td class="align_center">1227</td><td class="align_center">Multiple</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Chemical analysis of natural rubber latex.</div>

Advances in Civil Engineering

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Table 2

Table 2: Postfire Residual Strength and Morphology of Concrete Incorporating Natural Rubber Latex Exposed to Elevated Temperatures 