Strength Assessment of Egg Shell Powder Cement Concrete
R. Venkata Krishnaiah1, P. Dayakar2, K. Venkatraman3
1R. Venkata Krishnaiah, Associate Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
2P. Dayakar, Associate Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
3K. Venkatraman, Asistant Professor, Department of Civil Engineering, Bharath Institution of Higher Education and Research, (Tamil Nadu), India.
Manuscript received on 15 October 2019 | Revised Manuscript received on 29 October 2019 | Manuscript Published on 26 December 2019 | PP: 1255-1260 | Volume-8 Issue-12S October 2019 | Retrieval Number: K133810812S19/2019©BEIESP | DOI: 10.35940/ijitee.K1338.10812S19
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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 investigation of solidarity conduct of cement, having incomplete supplanting of concrete with egg shell powder (ESP) as replacement material in M20 grade for which an exploratory examination is to be completed and the impact of this replacement material in various proportions on strength quality attributes is considered. Presently aftereffect of this, the investigation demonstrates the supplanting of 5% of binder with this replacement material accomplishes the most extreme strength quality. Best ideal level of supplanting of egg shell powder with binder is nearly 5% of the concrete for cubes and it likewise limit the expense of development with the utilization of egg shell powder, which is accessible unreservedly or efficiently.
Keywords: Egg Shell Powder, M20.
Scope of the Article: Concrete Structures