Experimental Investigation of Neutralisation of Concrete with Fly Ash as Fine Aggregate in Freeze-Thaw Environment

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Fly ash</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Fineness (retained in 80 <i>μ</i>m) (%)</td><td class="align_center">34.3</td></tr><tr><td class="align_left">Water demanded (%)</td><td class="align_center">97</td></tr><tr><td class="align_left">Loss on ignition (%)</td><td class="align_center">5.7</td></tr><tr><td class="align_left">Density (g/cm<sup>3</sup>)</td><td class="align_center">2.058</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Physical properties of Class III fly ash.</div>

Advances in Civil Engineering

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Table 3

Table 3: Experimental Investigation of Neutralisation of Concrete with Fly Ash as Fine Aggregate in Freeze-Thaw Environment 