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The amount of percentage increase 53.92%, 73.91%, 74.68% and 79.16% for replacement of HDPE plastic granules respectively. IV. Conclusion 16. IS 516-1959, casting, compaction and curing, tests on hardened concrete. 17. Location of plastic granules collected. https://www.google.com/maps/dir//17.515502,78.448838/@17.51059 01,78.4356749,14.5z 18. ICPCB - Indian central pollution control board International Journal of Engineering and Advanced Technology (IJEAT) ISSN: 2249-8958, Volume-8 Issue-5, June 2019 This paper presents the fresh and mechanical properties of concrete incorporated with HDPE plastic granules and crushed glass. Mixes of M30 were prepared by replacing the fine aggregate with 5%, _10%, _15% & _20% of plastic and glass in respective mixes. Based on the study, the following conclusions are stated below: The workability of concrete decreased consecutively by increasing the percentage of HDPE plastic granules in concrete. Out of the four mixes (S95P5, S90P10, S85P15 and S80P20) S95P5 and S90P10 performed better hardened properties. With an increasing percentage of crushed glass by an increment of 5% in each mix, workability and strength were increased by 23.33% and 8.14% respectively for S85G15 mix when compared to conventional concrete. Workability and hardened properties of concrete mixes were performed better up to S65G15P20. Strength of all four mixes up to S65G15P20 comparatively more than the only HDPE plastic granules replaced in concrete. It is observed that by replacement of 15% of waste glass and 20% of HDPE plastic granules are identified and concluded as an acceptable proportion by saving 35% of sand. REFERENCES 1. Zeenews, sand mining ban in Maharashtra threatens mega projects [online]. http://zeenews.india.com/news/maharashtra/sand-mining-ban-in- maharashtra-threatens-mega-projects 659907.html 2. https://weather.com/en-IN/india/news/news/2018-10-26-illegal- sand-mining-indias-biggest-environmental-challenge (sand extraction per year.) 3. https://www.cpcb.nic.in/displaypdf.php?id=cGxhc3RpY3dhc3Rl L21hbmFnZW1lbnRfcGxhc3RpY3dhc3RlLnBkZg== (overview of plastic waste management) 4. Impact of recycling glass in a glass industry: A project management study. 5. Zainab Z. Ismail, Enas A. AL-Hashmi, “Use of waste plastic in concrete mixture as aggregate replacement”, Elsevier waste management, vol-28 (2008), pp. 2041-2047, Oct. 2007. 6. E. Rahmani, M. Dehestani, M.H.A. Beygi, H. Allahyari, I.M. Nikbin,“On the mechanical properties of concrete containing waste PET particles”, Elsevier construction and building materials, vol-47 (2013), 1302-1308, July 2013. 7. S.C Kou, G. Lee, C.S Poon, W.L. Lai, “properties of lightweight aggregate concrete prepared with PVC granules derived from scraped PVC pipes”, Elsevier waste management, vol-29 (2009), pp. 621-628, August 2008. 8. Malek Batayneh, Iqbal Marie, Ibrahim Asi, “Use of selected waste materials in concrete mixes”, Elsevier waste management, vol-27 (2007), pp. 1870-1876, November 2006. 9. Zainab Z. Ismail, Enas A. AL-Hashmi, “recycling of waste glass as a partial replacement for fine aggregate in concrete”, Elsevier waste management, vol-29 (2009), pp. 655-659, Oct. 2008. 10. IS 383-1970, specification for coarse and fine aggregate from natural source for concrete. 11. IS 12269-1987, specification for OPC 53 grade cement. 12. IS 4031-1988, test on cement. 13. IS 2386-1963 (part-3), tests for aggregate of concrete. 14. IS 10262-2009, for mix design calculation. 15. IS 1199-1959, workability tests. Retrieval Number E7137068519/19©BEIESP 542 Published By: Blue Eyes Intelligence Engineering & Sciences PublicationPDF Image | Recycled HDPE Partial Substitute of fine Sand in Concrete
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