Workability and Strength Characteristics of Concrete by the Partial Reuse of Waste Plastic in Place of Natural Sand
R. Venkatakrishniah1, P. Dayakar2, K. Venkat Raman3
1R.Venkatakrishniah, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai (Tamil Nadu), India.
2P. Dayakar, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai (Tamil Nadu), India.
3K. Venkat Raman, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai (Tamil Nadu), India.
Manuscript received on 10 October 2019 | Revised Manuscript received on 24 October 2019 | Manuscript Published on 26 December 2019 | PP: 939-942 | Volume-8 Issue-12S October 2019 | Retrieval Number: K126310812S19/2019©BEIESP | DOI: 10.35940/ijitee.Kl263.10812S19
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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: In present the development cost as absence of sand is improving step by step so as to check this issue, sand is in part supplant in type of plastic wastes material. Plastic waste is reused in type of the generation of new material which might be utilized as discretionary part in concrete and is probably the most ideal ways for disposing of plastic waste. Additionally these procedures demonstrated to be profoundly practical than standard technique. The target of this thesis is to use plastic waste as a discretionary substitution (0%, 10%, 20%, 40% and 60 %) of natural sand and test it for various strength characteristics and supportability.
Keywords: Recycle, Plastic Waste, Concrete, Workability, Slump.
Scope of the Article: Concrete Structures