Partial Replacement of Coarse Aggregate by using Recycled Aggregate
K. Sathish Kumar1, S. Rajesh2, Vinoth Kumar. S3
1K. Sathish Kumar, Assistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
2S. Rajesh, Assistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
3Vinoth Kumar. S, Asistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
Manuscript received on 12 October 2019 | Revised Manuscript received on 26 October 2019 | Manuscript Published on 26 December 2019 | PP: 1093-1095 | Volume-8 Issue-12S October 2019 | Retrieval Number: K130110812S19/2019©BEIESP | DOI: 10.35940/ijitee.K1301.10812S19
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: The high and rapidly rising cost of cement has made construction expensive in developing countries where cement is commonly used. Tests were conducted in this undertaking research with the selection of necessary materials and information required for the configuration of the blend is collected. Cubes and cylinders were casted with these concrete mixtures and subjected to 7-day, 14-day and 28-day healing and determining their strength. The determined compressive strength and spilt tensile strength was compared with the conventional concrete for percentage replacements of (0%,5%,10%,15%).
Keywords: Compressive Strength, Extravagant, Blend Configuration.
Scope of the Article: Civil and Environmental Engineering