Feasibility Tests on Concrete with Very-High-Volume Supplementary Cementitious Materials

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="406324.fig.005a" src="https://static.hindawi.com/articles/tswj/volume-2014/406324/figures/406324.fig.005a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Group I</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="406324.fig.005b" src="https://static.hindawi.com/articles/tswj/volume-2014/406324/figures/406324.fig.005b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Group II</td></tr></table></td></tr></table>

<table>Typical compressive strength development rate of high-volume SCM concrete.</table>

The Scientific World Journal

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Figure 5

Figure 5: Feasibility Tests on Concrete with Very-High-Volume Supplementary Cementitious Materials 