Effect on Sulfuric Acid Resistance and Shrinkage of Concrete Incorporating Processed Bagasse Ash and Silica Fume

<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">Experimental</td><td class="align_center">Specimen type</td><td class="align_center">Age of test</td><td class="align_center">Specimen size</td><td class="align_center">Standard</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Sulfuric acid</td><td class="align_center">Cube</td><td class="align_center">90 days of normal curing, followed by 28 and 56 days immersed in sulfuric acid</td><td class="align_center">100 × 100 × 100 mm<sup>3</sup></td><td class="align_center">ASTM C267</td></tr><tr><td class="align_left">Drying shrinkage</td><td class="align_center">Prism</td><td class="align_center">4, 7, 14, and 28 days, then 8 and 16 weeks</td><td class="align_center">75 × 75 × 270 mm<sup>3</sup></td><td class="align_center">ASTM C157</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Test and specimen details of the concrete.</div>

Advances in Civil Engineering

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Table 4

Table 4: Effect on Sulfuric Acid Resistance and Shrinkage of Concrete Incorporating Processed Bagasse Ash and Silica Fume 