Properties and Internal Curing of Concrete Containing Recycled Autoclaved Aerated Lightweight Concrete as Aggregate

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/2394641/figures/2394641.fig.0011a.svgz" name="2394641.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Compressive strength of LWA20</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/2394641/figures/2394641.fig.0011b.svgz" name="2394641.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Compressive strength of LWA40</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2017/2394641/figures/2394641.fig.0011c.svgz" name="2394641.fig.0011c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Compressive strength of LWA60</td></tr></table>

<div>Standard compressive strength test of NC and AAC-LWA concrete in different size classes (S1 to S4) at the age of 1, 3, 7, and 28 days.</div>

Advances in Materials Science and Engineering

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Figure 11

Figure 11: Properties and Internal Curing of Concrete Containing Recycled Autoclaved Aerated Lightweight Concrete as Aggregate 