A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Normal maximum size of the aggregate (mm)</td><td class="align_center">Maximum water content (kg/m<sup>3</sup>)</td><td class="align_center">Percentage of void (%)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">10</td><td class="align_center">225</td><td class="align_center">3.0</td></tr><tr><td class="align_left">12.5</td><td class="align_center">215</td><td class="align_center">2.5</td></tr><tr><td class="align_left">20</td><td class="align_center">200</td><td class="align_center">2.0</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum water content and percentage of air per cubic meter of concrete [<a href="/journals/amse/2018/2460403/#B31" target="_blank">31</a>].</div>

Advances in Materials Science and Engineering

tab3

Table 3

Table 3: A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature 