Prediction of Time-Dependent Chloride Diffusion Coefficients for Slag-Blended Concrete

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/1901459/figures/1901459.fig.007a.svgz" name="1901459.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Portland cement concrete</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/1901459/figures/1901459.fig.007b.svgz" name="1901459.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>30% slag concrete</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/1901459/figures/1901459.fig.007c.svgz" name="1901459.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>50% slag concrete</td></tr></table>

<div>Chloride diffusion coefficients calculated from Life-365 model.</div>

Advances in Materials Science and Engineering

fig7

Figure 7

Figure 7: Prediction of Time-Dependent Chloride Diffusion Coefficients for Slag-Blended Concrete 