Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_left">Oxides</td><td class="align_center">Al<sub>2</sub>O<sub>3</sub></td><td class="align_center">SiO<sub>2</sub></td><td class="align_center">Fe<sub>2</sub>O<sub>3</sub></td><td class="align_center">CaO</td><td class="align_center">MgO</td><td class="align_center">SO<sub>3</sub></td><td class="align_center">L.O.I</td><td class="align_center">Insoluble residue</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left">%</td><td class="align_center">4.78</td><td class="align_center">20.38</td><td class="align_center">3.93</td><td class="align_center">62.85</td><td class="align_center">1.95</td><td class="align_center">2.18</td><td class="align_center">2.68</td><td class="align_center">0.69</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Chemical analysis of used OPC.</div>

Journal of Nanomaterials

tab1

Table 1

Table 1: Flexural Behavior Performance of Reinforced Concrete Slabs Mixed with Nano- and Microsilica 