Experimental Study on Concrete by Partial Replacement of Cement with Fly Ash and Fine Aggregate with Recycled Plastic Granules
D. Srinivasulu1, D. Vaneela2
1Mr. D.SriniVasulu, P.G. Student, Dept. of Civil Engineering, Gudlavalleru Engineering College (Autonomous) Gudlavalleru, Gudivada, Krishna (Andhra Pradesh), India.
2Mrs. D. Vaneela, Assistant Professor, Dept. of Civil Engineering, Gudlavalleru Engineering College (Autonomous) Gudlavalleru, Gudivada, Krishna (Andhra Pradesh), India.
Manuscript received on 12 May 2018 | Revised Manuscript received on 21 May 2018 | Manuscript published on 30 May 2018 | PP: 20-24 | Volume-7 Issue-8, May 2018 | Retrieval Number: H2506057818/18©BEIESP
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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: In Order To Explore Suitable Replacement, For Concrete Constituent, An Experimental Program Was Undertaken To Replace Cement And Fine Aggregate With Flyash And Plastic Granules Of Size Less Than 4.75mm Respectively. This Research Work Therefore Deals With Studying The Performance Of Concrete By Replacing Cement With Flyash And Obtaining Optimum Percentage And Then Replacing Fine Aggregate With Plastic Granules For Optimum Percentage Of Flyash. The Cement Has Been Replaced By Flyash Accordingly In The Range Of 0%, 10%, 20%,30% & 40% By The Weight Of M30 Grade Concrete. The Various Plastic Proportions Are 0%, 2%,4%,6%,8%, By Weight Of Fine Aggregate. Compression Test, Split Tensile Test And Flexural Strength Tests Will Be Done For 7Days, 14days And 28Days The Result Will Be Compared With Conventional Specimens.
Keyword: Fly Ash, Compressive Strength, Flexural Strength, Plastic Granules.
Scope of the Article: Concrete Engineering