A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Parameters</td><td class="align_center" colspan="3">Mix reference</td></tr><tr class="thead"><td class="align_center">Cement (kg/m<sup>3</sup>)</td><td class="align_center">CP (kg/m<sup>3</sup>)</td><td class="align_center">SF (kg/m<sup>3</sup>)</td><td class="align_center">Fine aggregate (kg/m<sup>3</sup>)</td><td class="align_center">Coarse aggregate (kg/m<sup>3</sup>)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">CONTROL</td><td class="align_center">522.57</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center" rowspan="4">544.18</td><td class="align_center" rowspan="4">1113.84</td></tr><tr><td class="align_left">CSF5</td><td class="align_center">496.44</td><td class="align_center">25.085</td><td class="align_center">1.045</td></tr><tr><td class="align_left">CSF10</td><td class="align_center">470.31</td><td class="align_center">50.17</td><td class="align_center">2.09</td></tr><tr><td class="align_left">CSF15</td><td class="align_center">444.18</td><td class="align_center">75.24</td><td class="align_center">3.14</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mix proportion: ternary (cement + SF + CP).</div>

Advances in Civil Engineering

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Table 3

Table 3: A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete 

Table 3 | A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete 