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="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Sl. no.</td><td class="align_center">Sample type</td><td class="align_center">Duration of grinding (hours)</td><td class="align_center">Size (nm)</td><td class="align_center">Percentage variation in size</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">UGSF</td><td class="align_center">—</td><td class="align_center">638</td><td class="align_center" rowspan="2">75.39% decrease in size</td></tr><tr><td class="align_left">2</td><td class="align_center">GSF</td><td class="align_center">1</td><td class="align_center">157</td></tr><tr><td class="align_left" colspan="5"><hr/></td></tr><tr><td class="align_left">3</td><td class="align_center">UGMK</td><td class="align_center">—</td><td class="align_center">1738</td><td class="align_center" rowspan="2">75.83% decrease in size</td></tr><tr><td class="align_left">4</td><td class="align_center">GMK</td><td class="align_center">1</td><td class="align_center">420</td></tr><tr><td class="align_left" colspan="5"><hr/></td></tr><tr><td class="align_left">5</td><td class="align_center">CP</td><td class="align_center">1</td><td class="align_center">2481</td><td class="align_center">—</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Reduction in size after grinding.</div>

Advances in Civil Engineering

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Table 4: A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete 

Table 4 | A Comparative Analysis by Experimental Investigations on Normal and Ground Ultrafine Mineral Admixtures in Arresting Permeation in High-Strength Concrete 