Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/344704
Title: Development of sustainable geopolymer concrete using eco friendly waste materials
Researcher: Nithya S
Guide(s): Elangovan N S
Keywords: Engineering and Technology
Engineering
Engineering Civil
Geopolymer Concrete
Waste Materials
Eco Friendly Waste Materials
University: Anna University
Completed Date: 2020
Abstract: Infrastructure development plays a major role in the country s economic growth but also leads to greenhouse gas emissions. To reduce this impact, there have been many initiatives at the academic, industrial, and government levels to improve the built environment successfully. To overcome the problems, geopolymer concrete has been introduced which has the potential to completely eliminate conventional concrete. Even though there have been significant works carried out on geopolymer concrete, using eco-friendly materials, only limited studies were carried out on the light weight geopolymer concrete. This study focuses on the development of light weight geo polymer concrete and the results were compared with the control mix. In this study, geopolymer concrete with GGBS (binder), manufactured sand (M-sand; fine aggregate), coconut shell and crushed granite (coarse aggregate) were used to produce GPCSC and GPCC (control mix). A preliminary study was carried out for the selection of a mix proportion through trial mixes. The important variables considered in the present study include the amount of binder, fine aggregate, coarse aggregate, molarity of sodium hydroxide, sodium silicate to sodium hydroxide ratio and alkaline binder ratio. Influence of different variables on engineering properties of geopolymer concrete was also investigated. From the trial mixes, two mixes were used to study the properties of geopolymer concrete GPCSC (1:2.53:1.05) and GPCC (1:4.15:3.56) with an alkaline/binder ratio of 0.65. An alkaline activator was prepared by combining sodium silicate (Na2O, 13%; SiO2, 30%; and water, 57% by mass: Na2SiO3) and sodium hydroxide (NaOH) solution with 10 Molarity. newline
Pagination: xxix, 221p.
URI: http://hdl.handle.net/10603/344704
Appears in Departments:Faculty of Civil Engineering

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02_certificates.pdf516.17 kBAdobe PDFView/Open
03_abstracts.pdf286.01 kBAdobe PDFView/Open
04_acknowledgements.pdf443.79 kBAdobe PDFView/Open
05_contents.pdf318.13 kBAdobe PDFView/Open
06_listoftables.pdf109.43 kBAdobe PDFView/Open
07_listoffigures.pdf341.47 kBAdobe PDFView/Open
08_listofabbreviations.pdf108.54 kBAdobe PDFView/Open
09_chapter1.pdf162.18 kBAdobe PDFView/Open
10_chapter2.pdf476.52 kBAdobe PDFView/Open
11_chapter3.pdf1.78 MBAdobe PDFView/Open
12_chapter4.pdf1.44 MBAdobe PDFView/Open
13_chapter5.pdf739.65 kBAdobe PDFView/Open
14_chapter6.pdf1.32 MBAdobe PDFView/Open
15_chapter7.pdf799.31 kBAdobe PDFView/Open
16_chapter8.pdf198.24 kBAdobe PDFView/Open
17_chapter9.pdf217.78 kBAdobe PDFView/Open
18_chapter10.pdf238.29 kBAdobe PDFView/Open
19_conclusion.pdf113.01 kBAdobe PDFView/Open
20_references.pdf195.25 kBAdobe PDFView/Open
21_listofpublications.pdf82.08 kBAdobe PDFView/Open
80_recommendation.pdf162.39 kBAdobe PDFView/Open
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