Effect of SiO<sub>2</sub> Methyl Modification on the Performance of Nondispersible Underwater Concrete and Reinforcement Mechanism

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Damaged specimen number</td><td class="align_center">Meaning of number</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">P-1</td><td class="align_center">Type I specimens mixed with uncalcined CH<sub>3</sub>-NS</td></tr><tr><td class="align_left">P-2</td><td class="align_center">Type I specimens mixed with calcined CH<sub>3</sub>-NS</td></tr><tr><td class="align_left">Z-1</td><td class="align_center">Type Ⅱ specimens mixed with uncalcined CH<sub>3</sub>-NS</td></tr><tr><td class="align_left">Z-2</td><td class="align_center">Type Ⅱ specimens mixed with calcined CH<sub>3</sub>-NS</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Meaning of damaged specimen number.</div>

Advances in Civil Engineering

tab7

Table 7

Table 7: Effect of SiO<sub>2</sub> Methyl Modification on the Performance of Nondispersible Underwater Concrete and Reinforcement Mechanism 

Advances in Civil Engineering

Effect of SiO2 Methyl Modification on the Performance of Nondispersible Underwater Concrete and Reinforcement Mechanism

Table 7

Effect of SiO₂ Methyl Modification on the Performance of Nondispersible Underwater Concrete and Reinforcement Mechanism