Chloride Diffusion and Induced Reinforcement Corrosion in Concrete with Fly Ash and Ground-Granulated Blast-Furnace Slag Exposed to Marine Submerged Zone

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Concrete types</td><td class="align_center"><i>k</i></td><td class="align_center"><i>R</i><sub>0</sub> (KΩ · cm<sup>2</sup>)</td><td class="align_center"><i>R</i><sup>2</sup></td><td class="align_center"><i>T</i><sub>1</sub> (d)</td><td class="align_center"><i>H</i> (<i>μ</i>m/year)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">OPC</td><td class="align_center">−1.494</td><td class="align_center">1637.23</td><td class="align_center">0.92</td><td class="align_center">747</td><td class="align_center">0.178</td></tr><tr><td class="align_left">HPC</td><td class="align_center">−1.554</td><td class="align_center">1679.33</td><td class="align_center">0.95</td><td class="align_center">743</td><td class="align_center">0.139</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The corrosion time and corrosion rate of OPC and HPC.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Chloride Diffusion and Induced Reinforcement Corrosion in Concrete with Fly Ash and Ground-Granulated Blast-Furnace Slag Exposed to Marine Submerged Zone 

Table 2 | Chloride Diffusion and Induced Reinforcement Corrosion in Concrete with Fly Ash and Ground-Granulated Blast-Furnace Slag Exposed to Marine Submerged Zone 