Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/334532
Title: A performance study on concrete with various industrial wastes
Researcher: Srinivasan, K
Guide(s): Premalatha, J
Keywords: Concrete
Industrial wastes
Replacement materials
University: Anna University
Completed Date: 2020
Abstract: In this research work, extensive experimental and analytical study on strength properties and the influence of addition of industrial bye products like waste glass powder, rice husk powder, Sugarcane bagasse ash, polypropylene and plastic wastes as cement and fine aggregate replacement materials in concrete production was carried out and the results are reported. The research work was carried out in five Phases under the following five topics. Properties of Concrete with glass powder as fine aggregate replacement: The feasibility of using waste glass as fine aggregate replacement in concrete was investigated, which is an interesting possibility for economy on waste disposal sites and conservation of natural resources. Glass, being non-biodegradable material, is not suitable for addition to landfill, and as such recycling opportunities need to be investigated. To deal with these problems, this study has been conducted through basic experimental research in order to investigate the feasibility of using crushed waste glass powder as fine aggregate replacement in concrete. An experimental work was performed to study the slump , unit weight, compressive strength, splitting tensile strength, flexural strength, modulus of elasticity, ultrasonic pulse velocity, dry density and chloride ion penetration test at different curing ages of 7, 14 and 28 days. Five concrete mixes with 0%, 5%, 15% and 20% replacement by weight of sand with waste glass were prepared. In this research, an experimental investigation was carried out to study the complete stress-strain behaviour, mechanical strength and durability properties of concrete with partial replacement of natural river sand by glass powder. Five different grades of concrete M20, M30, M40,M50 and M60 were designed for the present study. newline
Pagination: xxiv,145p.
URI: http://hdl.handle.net/10603/334532
Appears in Departments:Faculty of Civil Engineering

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02_certificates.pdf350.3 kBAdobe PDFView/Open
03_vivaproceedings.pdf617.32 kBAdobe PDFView/Open
04_bonafidecertificate.pdf434.48 kBAdobe PDFView/Open
05_abstracts.pdf267.08 kBAdobe PDFView/Open
06_acknowledgements.pdf400.33 kBAdobe PDFView/Open
07_contents.pdf161.54 kBAdobe PDFView/Open
08_listoftables.pdf156.25 kBAdobe PDFView/Open
09_listoffigures.pdf162.14 kBAdobe PDFView/Open
10_listofabbreviations.pdf322.98 kBAdobe PDFView/Open
11_chapter1.pdf784.01 kBAdobe PDFView/Open
12_chapter2.pdf1.41 MBAdobe PDFView/Open
13_chapter3.pdf731.47 kBAdobe PDFView/Open
14_chapter4.pdf2.28 MBAdobe PDFView/Open
15_chapter5.pdf413.53 kBAdobe PDFView/Open
16_chapter6.pdf564.59 kBAdobe PDFView/Open
17_conclusion.pdf272.2 kBAdobe PDFView/Open
18_references.pdf294.32 kBAdobe PDFView/Open
19_listofpublications.pdf247.5 kBAdobe PDFView/Open
80_recommendation.pdf227.28 kBAdobe PDFView/Open
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