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

<div>Size distribution of AAC-LWA of (a) LWA20, (b) LWA40, and (c) LWA60 in accordance with ASTM C33 Size Number 67. The green curve refers to the normal weight coarse aggregates (NWCA) (as shown in Figure <a href="../fig3/">3</a>), for comparison to S1–S4.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Properties and Internal Curing of Concrete Containing Recycled Autoclaved Aerated Lightweight Concrete as Aggregate 