Paper Title
Comparative study of Self Curing Concrete and Conventional Concrete
Article Identifiers
Authors
SWATI J SONULE , GANESH P. DESHMUKH
Keywords
self curing concrete Polyethylene glycol PEG400, Workability
Abstract
Today concert is widely used construction materials due to its good compressive strength and durability. Any laxity in curing will badly affect the strength and durability of concrete. Self curing concrete is one of the special concretes in mitigating insufficient curing due to human negligence paucity of water in arid areas, inaccessibility of structure in difficult terrains and in area where the presence of fluorides in water will badly affect the characteristics of concrete. the present study involves the use of shrinkage reducing admixture polyethylene glycol (PEG400) in concrete which helps in self curing and help for better hydration and hence strength. In this study the percentage of PEG 400 by weight of cement from 0% to 1.5% as the dosage of internal curing compound was mixed. The test result where studied both M20 and M25 mixes. It is found through this experiment study that PEG400 help in self curing by giving strength on par with that of the conventional curing method and also improved workability.
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How To Cite (APA)
SWATI J SONULE & GANESH P. DESHMUKH (May-2017). Comparative study of Self Curing Concrete and Conventional Concrete . INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 2(5), 51-54. https://ijnrd.org/papers/IJNRD1705012.pdf
Issue
Volume 2 Issue 5, May-2017
Pages : 51-54
Other Publication Details
Paper Reg. ID: IJNRD_170030
Published Paper Id: IJNRD1705012
Downloads: 000121992
Research Area: Engineering
Country: NAVI MUMBAI, MAHARASHTRA, India
Published Paper PDF: https://ijnrd.org/papers/IJNRD1705012.pdf
Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD1705012
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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)
ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016
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This work is licensed under a Creative Commons Attribution 4.0 International License and The Open Definition


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