Mechanical Property of HPC by Partial Replacement of Fine Aggregate using Granite Scraps
Concrete is one of the 2nd prominent criteria utilized in the world after water. In this paper the HPC is prepared by using Granite Scrap as fine aggregate which is a partial replacement of Natural fine aggregate that is (0% - 30%) with 5% interval. This concrete is said to be cured for 7, 14 and 28 days and allowed for compression, tension and flexure tests. The concrete is also prepared by replacing the cement by following admixtures fly ash, GGBS, and micro silica with 10% each and an additional super plasticizer 1%. At the end of the tests the concrete prepared by Granite Scrap should give better results than the conventional concrete.
Keywords - FA(fly ash), GGBS, HPC, GP(granite powder)