Experimental Evaluation of the Influence of Early Disturbance on the Performance of Basalt Fiber Concrete

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center">Sand</td><td class="align_center">Gravel</td><td class="align_center">Water</td><td class="align_center">Water-cement ratio</td><td class="align_center">Sand rate</td><td class="align_center">Water-reducing agent</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">420</td><td class="align_center">760</td><td class="align_center">1040</td><td class="align_center">176</td><td class="align_center">0.42</td><td class="align_center">0.42</td><td class="align_center">16.8</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Concrete mix ratio (kg/m<sup>3</sup>).</div>

Advances in Civil Engineering

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Table 3

Table 3: Experimental Evaluation of the Influence of Early Disturbance on the Performance of Basalt Fiber Concrete 