Effects of Imposed Damage on the Capillary Water Absorption of Recycled Aggregate Concrete

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Curing time</td><td class="align_center">RAC-0%</td><td class="align_center">RAC-33%</td><td class="align_center">RAC-66%</td><td class="align_center">RAC-100%</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">28 d</td><td class="align_center">34.8</td><td class="align_center">33.5</td><td class="align_center">32.2</td><td class="align_center">30.3</td></tr><tr><td class="align_left">56 d</td><td class="align_center">38.9</td><td class="align_center">37.7</td><td class="align_center">36.4</td><td class="align_center">33.6</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Compressive strength of RAC after various curing days.</div>

Advances in Materials Science and Engineering

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Table 3

Table 3: Effects of Imposed Damage on the Capillary Water Absorption of Recycled Aggregate Concrete 