Research on the Corrosion Damage Mechanism of Concrete in Two Freeze–Thaw Environments

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">NaHCO<sub>3</sub></td><td class="align_center">NaCl</td><td class="align_center">Na<sub>2</sub>SO<sub>4</sub></td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0.54</td><td class="align_center">31.01</td><td class="align_center">3.55</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Proportion of chemical reagents in multisalt. Unit: g/L.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Research on the Corrosion Damage Mechanism of Concrete in Two Freeze–Thaw Environments 