Combined Effect of Stray Current and Sustained Compressive Loading on Chloride Transport in Concrete

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center">Water</td><td class="align_center">Fine aggregate</td><td class="align_center">Coarse aggregate</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">400</td><td class="align_center">200</td><td class="align_center">525</td><td class="align_center">1355</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mixture proportion of concrete (kg/m<sup>3</sup>).</div>

Advances in Materials Science and Engineering

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Table 1

Table 1: Combined Effect of Stray Current and Sustained Compressive Loading on Chloride Transport in Concrete 