Effect of Curing Time on the Surface Permeability of Concrete with a Large Amount of Mineral Admixtures

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Curing methods</td><td class="align_center">Number</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Dry air curing to 60d after standard curing for 1d</td><td class="align_center">C-1</td></tr><tr><td class="align_left">Dry air curing to 60d after standard curing for 3d</td><td class="align_center">C-3</td></tr><tr><td class="align_left">Dry air curing to 60d after standard curing for 7d</td><td class="align_center">C-7</td></tr><tr><td class="align_left">Dry air curing to 60d after standard curing for 14d</td><td class="align_center">C-14</td></tr><tr><td class="align_left">Dry air curing to 60d after standard curing for 28d</td><td class="align_center">C-28</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab4

Table 4

Table 4: Effect of Curing Time on the Surface Permeability of Concrete with a Large Amount of Mineral Admixtures 