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Experimental Study on Engineering Properties of Concrete with Aggregates Partially Replaced by Crushed PET and Cement by Sugar Molasses

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Experimental Study on Engineering Properties of Concrete with Aggregates Partially Replaced by Crushed PET and Cement by Sugar Molasses


Vikas Jaglan | Sunil Kumar



Vikas Jaglan | Sunil Kumar "Experimental Study on Engineering Properties of Concrete with Aggregates Partially Replaced by Crushed PET and Cement by Sugar Molasses" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-1, December 2021, pp.474-480, URL: https://www.ijtsrd.com/papers/ijtsrd47839.pdf

Sugar industry earmarked its significance among all agro-based industries. It brings smile to 50,000,000 sugarcane farmers by processing their harvest and provides livelihood and employment to millions of workers. Brazil produces highest sugar in terms of quantum. India stood second in the row with 800 sugar factories and 310 lakh MT production of sugar every year. Not only production of sugar for its consumer, but also there are no quantitative restrictions on by-products like molasses, mud, ethanol, etc. These are primarily categorised in four varying sorts: bagasse/cane top, ethanol, filtered mud and molasses. Molasses are rich in sugar content and comprises 40-60% of sugar. There are no hard and fast rules for safe disposal of these by-products, thus imposing problem to both environment and sugar industry. Molasses are used in the present investigation for strengthening of concrete. The molasses content was retrieved from GMS Sugar mill, Panipat, Haryana. The prime objectives or the foremost goals for which this investigation is carried out are to understand the characteristic features of Molasses and PET, to investigate hardening/setting time and fluidity of cement after incorporation of PET and molasses and to find the compressive and split tensile strength values of modified concrete mix. Molasses content in present work ranges between 0.1% and 0.4% and PET content was 5% and 10 %. Design mix with 0.2 % molasses (% weight of cement) & 7.5 % PET bottle waste (% weight of fine aggregates i.e. sand) showed most optimum results in case of compressive & tensile strength. On addition of higher quantities, the weight of concrete reduces drastically leading to steep decline in strength characteristics. Thus the optimum dosage recommended by present investigation for molasses and PET are 0.2% and 7.5% respectively

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IJTSRD47839
Volume-6 | Issue-1, December 2021
474-480
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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