A Study of the Impact Resistance of Rubber Concrete at Low Temperatures (−30°C)

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Water requirement for normal consistency (%)</td><td class="align_center" rowspan="2">Density (g/cm<sup>3</sup>)</td><td class="align_center" rowspan="2">Fineness (%)</td><td class="align_center" rowspan="2">Stability (boiling method)</td><td class="align_center" colspan="2">Setting time (min)</td></tr><tr class="thead"><td class="align_center">Initial</td><td class="align_center">Final</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">28</td><td class="align_center">3.1</td><td class="align_center">3.0</td><td class="align_center">Qualification</td><td class="align_center">125</td><td class="align_center">220</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of the cement specimens.</div>

Advances in Civil Engineering

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Table 2

Table 2: A Study of the Impact Resistance of Rubber Concrete at Low Temperatures (−30°C) 