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.001a.svgz" name="1901459.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Water to binder ratio 0.37</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/1901459/figures/1901459.fig.001b.svgz" name="1901459.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Water to binder ratio 0.47</td></tr></table>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Prediction of Time-Dependent Chloride Diffusion Coefficients for Slag-Blended Concrete 