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Abstract
Self-compacting concrete (SCC) is an innovative concrete that does not require vibration for placing and compaction. It is able to flow under its own weight, completely filling formwork and achieving full compaction, even in the presence of congested reinforcement. The concrete grade M40 was selected and IS method was used for mix design. The properties of materials for cement, fine aggregate, coarse aggregate, admixture(super plasticizer) and M-sand were studied for mix design. The various strength of concrete like compressive, split tensile, flexural were studied for various of using 10%,20%and,30%.The maximum compressive strength of concrete attained at 30% added of admixture at 7, and 28 days. The split tensile strength and the flexural strength were also obtained higher strength at 30% of replacement level at 28 days.