Models for Strength Prediction of High-Porosity Cast-In-Situ Foamed Concrete

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Materials</td><td class="align_center">Remarks</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Cement</td><td class="align_center">Type I Portland cement conforming to GB 175-2007</td></tr><tr><td class="align_left">Sand</td><td class="align_center">Finer than 300 microns, specific gravity = 2.5</td></tr><tr><td class="align_left">Fly ash</td><td class="align_center">Class F Type I conforming to GB/T 1596-2005</td></tr><tr><td class="align_left">Foaming agent</td><td class="align_center">Synthetic type, specific gravity = 1.06</td></tr><tr><td class="align_left">Water</td><td class="align_center">Tap water</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The constituent materials of the foamed concrete.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Models for Strength Prediction of High-Porosity Cast-In-Situ Foamed Concrete 