Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/301345
Title: Studies on the effect of bagasse ash and binary blend of fibres in high performance concrete
Researcher: Praveenkumar S
Guide(s): Sankarasubramanian G
Keywords: Engineering and Technology
Engineering
Engineering Civil
Binary Blend
High Performance Concrete
University: Anna University
Completed Date: 2019
Abstract: The use of supplementary cementitious materials has become an integral part of high strength high performance concrete mix design and high performance fibre reinforced concrete composites which may be natural by-products or industrial wastes Some of the frequently used supplementary cementitious materials SCMs are fly ash silica fume SF Ground Granulated Blast Furnace Slag GGBS Rice Hush Ash RHA and Bagasse Ash BA Bagasse ash an agricultural waste is classified as a highly active pozzolan because it possesses a very high amount of amorphous SiO2 and a large surface area Studies carried out on the performance of supplementary cementitious products with bagasse ash BA waste product of sugar industries are very important which is intended to provide a possible solution to environmental concern related to waste management The possibility of utilizing bagasse ash as partial replacement of cement with various percentage of bagasse ash on the preliminary characteristics of cement paste and mortar were carried out The various properties include Specific gravity Normal Consistency NC of cement Air content and Workability of mortar with different bagasse ash replacements Setting times Soundness and Shrinkage of cement pastes have been studied to ensure the pozzolanic and chemical reactions of bagasse ash Additionally the strength and durability properties of cement mortar have been studied at various bagasse ash replacements Bagasse ash was varied from 0 to 30 at a constant increment of 5 by weight of cement newline
Pagination: xxv, .254p
URI: http://hdl.handle.net/10603/301345
Appears in Departments:Faculty of Civil Engineering

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04_acknowledgements.pdf936.5 kBAdobe PDFView/Open
05_contents.pdf87.66 kBAdobe PDFView/Open
06_listoftables.pdf90.75 kBAdobe PDFView/Open
07_listoffigures.pdf44.41 kBAdobe PDFView/Open
08_listofabbreviations.pdf299.39 kBAdobe PDFView/Open
09_chapter1.pdf203.59 kBAdobe PDFView/Open
10_chapter2.pdf140.74 kBAdobe PDFView/Open
11_chapter3.pdf392.41 kBAdobe PDFView/Open
12_chapter4.pdf1.07 MBAdobe PDFView/Open
13_chapter5.pdf1.53 MBAdobe PDFView/Open
14_chapter6.pdf1.04 MBAdobe PDFView/Open
15_chapter7.pdf1.01 MBAdobe PDFView/Open
16_chapter8.pdf1.03 MBAdobe PDFView/Open
17_chapter9.pdf1.04 MBAdobe PDFView/Open
18_chapter10.pdf1.41 MBAdobe PDFView/Open
19_conclusion.pdf200.95 kBAdobe PDFView/Open
20_references.pdf200.67 kBAdobe PDFView/Open
21_listofpublications.pdf156.22 kBAdobe PDFView/Open
80_recommendation.pdf259.44 kBAdobe PDFView/Open
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