Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Gradation</td><td class="align_center">OGFC-13</td><td class="align_center">OGFC-10</td><td class="align_center">OGFC-5</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">VCA<sub>DRC</sub> (%)</td><td class="align_center">42.7</td><td class="align_center">39.7</td><td class="align_center">42.0</td></tr><tr><td class="align_left">D (cm)</td><td class="align_center">0.0074</td><td class="align_center">0.0070</td><td class="align_center">0.0048</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The framework voids width of the mixture.</div>

Advances in Civil Engineering

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Table 6

Table 6: Prediction Model for Connected Voids Ratio of the Porous Asphalt Mixture 