Effect of Curing Conditions on the Shrinkage of Ultra High-Performance Fiber-Reinforced Concrete

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Cement</td><td class="align_center">Quartz sand</td><td class="align_center">Silica fume</td><td class="align_center">Superplasticizer</td><td class="align_center">Steel fiber</td><td class="align_center">Water</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Content</td><td class="align_center">706</td><td class="align_center">1255</td><td class="align_center">160</td><td class="align_center">74</td><td class="align_center">120</td><td class="align_center">122</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The standard mix ratio of UHPFRC (unit: kg/m<sup>3</sup>).</div>

Advances in Civil Engineering

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Table 4

Table 4: Effect of Curing Conditions on the Shrinkage of Ultra High-Performance Fiber-Reinforced Concrete 