Estimation of Conventional Pcc Strength And Durability with Partial Replacement of Cement using Aluminium Powder and Rice Husk Ash
T. Siva Sankar Reddy1, Bodanapu Sony2, M. Madhusudhan Reddy3, U. Praveen Goud4, Shaik Ahamed Mynuddin5
1Dr. T. Siva Sankar Reddy1 , Professor, Department of Civil Engineering, Guru Nanak Institutions Technical Campus, Hyderabad, Telangana, India.
2Bodanapu Sony, Assistant Professors, Department of Civil Engineering, Guru Nanak Institute of Technology, Hyderabad, Telangana, India.
3M. Madhusudhan Reddy, Research scholar, Department of Civil Engineering, Koneru Lakshmaiah Education Foundation (Deemed to be University), Green fields, Vaddeswaram, A.P., India.
4U. Praveen Goud, Assistant Professors, Department of Civil Engineering, Guru Nanak Institute of Technology, Hyderabad, Telangana, India.
5Shaik Ahamed Mynuddin, Assistant Professors, Department of Civil Engineering, Guru Nanak Institute of Technology, Hyderabad, Telangana, India.
Manuscript received on 03 July 2019 | Revised Manuscript received on 06 July 2019 | Manuscript published on 30 August 2019 | PP: 303-307 | Volume-8 Issue-10, August 2019 | Retrieval Number: I8197078919/2019©BEIESP | DOI: 10.35940/ijitee.I8197.0881019
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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: Bond is generally noted to be most costly constituents of cement. The whole development industry is looking for an appropriate and viable the waste item that would extensively limit the utilization of concretes and at last lessens the development cost. Rice husk slag (RHA) which has the pozzolanic properties is a route forward. A relative report on impacts of solid properties when OPC of differing evaluations was mostly supplanted by RHA is examined in this paper. Rate supplanting of OPC with RHA was 0, 10, 20, 30 and 40% individually. The compressive quality, water ingestion, shrinkage and solidness of cement were for the most part considered. The examination recommends that up to 20% supplanting of OPC with RHA can possibly be utilized as halfway concrete substitution, having great compressive quality execution and durability. Percentage supplanting of OPC with Aluminum powder (Al) is 0.5% which is kept steady. We are utilizing M sand rather than typical sand to diminish the expense of development and builds quality and sturdiness concrete. The examination proposes the supplanting of concrete with RHA and Aluminum powder expands the compressive quality, solidness, and diminishes the expense of development.
Keywords: Rice Husk Ash, ordinary Portland cement (OPC), M sand.
Scope of the Article: Quality Control