Abstract
Self-Compacting Concrete has excellent flowing properties and it can integrate under its self-weight. The construction-demolition waste produced with the crinkling of any building could be used as a partial substitute for coarse aggregate in self-compacting concrete. The present study involves the comparison of fresh and hardened properties of M35 grade SCC with 0%, 25%, 50%, 75%, and 100% substitution of recycled coarse aggregate. Fresh properties of recycled aggregate incorporated self-compacting concrete include the evaluation of slump, L-box and V-Funnel. Hardened properties are calculated by destructive and non-destructive methods. With the results, the optimum percentage of substitution of RCA is proposed from the study.
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