Mechanical Properties of Recycled Aggregate Concrete at Low and High Water/Binder Ratios

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="842929.fig.006a" src="https://static.hindawi.com/articles/amse/volume-2013/842929/figures/842929.fig.006a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>For concrete at a W/B ratio of 0.255</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="842929.fig.006b" src="https://static.hindawi.com/articles/amse/volume-2013/842929/figures/842929.fig.006b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>For concrete at a W/B ratio of 0.586</td></tr></table></td></tr></table>

<table>Fracture energy of concrete at W/B ratios of 0.255 and 0.586.</table>

Advances in Materials Science and Engineering

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Figure 6

Figure 6: Mechanical Properties of Recycled Aggregate Concrete at Low and High Water/Binder Ratios 