A Microstructure Based Strength Model for Slag Blended Concrete with Various Curing Temperatures

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/1738417/figures/1738417.fig.008a.svgz" name="1738417.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>OPC concrete at different curing temperatures</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/1738417/figures/1738417.fig.008b.svgz" name="1738417.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Slag 50% concrete at different curing temperatures</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/1738417/figures/1738417.fig.008c.svgz" name="1738417.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Slag 70% concrete at different curing temperatures</td></tr></table>

<div>Strength development of concrete at different curing temperatures.</div>

Advances in Materials Science and Engineering

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Figure 8

Figure 8: A Microstructure Based Strength Model for Slag Blended Concrete with Various Curing Temperatures 