Investigation on the Influences of Curing Time on the Cracking Resistance of Semiflexible Pavement Mixture

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Bitumen aggregate ratio (%)</td><td class="align_center">Total void ratio (%)</td><td class="align_center">Connected void ratio (%)</td><td class="align_center">Marshall’s stability (kN)</td><td class="align_center">Flow value (0.1 cm)</td><td class="align_center">Leakage loss (%)</td><td class="align_center">Cantabro loss (%)</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Index value</td><td class="align_center">4.2</td><td class="align_center">25.9</td><td class="align_center">24.1</td><td class="align_center">3.4</td><td class="align_center">22.6</td><td class="align_center">0.12</td><td class="align_center">28</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 4

Table 4: Investigation on the Influences of Curing Time on the Cracking Resistance of Semiflexible Pavement Mixture 