Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/522078
Title: A study on the enhancement of concrete properties using eco friendly materials as partial replacement
Researcher: Suganya S
Guide(s): Rajkumar V
Keywords: Cement
Cementitious
Engineering
Engineering and Technology
Engineering Civil
SEM
University: Anna University
Completed Date: 2022
Abstract: newline Concrete is an essential material in the construction industry. It is a composite material that encompasses cement, fine aggregates, coarse aggregates and water. The aggregates are bonded together by cement paste that hardens over time, thus providing greater stability to the structure. Fine aggregates in concrete fill up the voids, thus improving the workability of concrete. Coarse aggregates in concrete play an essential role in abrasion resistance, impact resistance, hardness, toughness, elastic modulus, etc., thereby improving the properties of concrete. Cement production is becoming costly day by day. Cement production emits a large amount of CO2, thus causing greater environmental hazards. Alternative materials such as fly ash and micro silica, which are industrial wastes, can be used in concrete to overcome this issue. The resources for natural sand are being depleted progressively. Hence, a replacement for river sand becomes the need of the hour. Quarry dust, a by-product of stone crushing unit, can be used in place of river sand. However, the use of quarry dust in concrete adversely affects the workability of concrete due to its higher water absorbing capacity. Hence superplasticizers are added that are capable of compensating for the water loss in concrete. Addition of fibres aid in maintaining the structural integrity of concrete . Sisal, a natural fibre, is cost-effective in making concrete. When added to concrete, Sisal fibres enhance the strength and durability of concrete.
Pagination: xxii,176 p.
URI: http://hdl.handle.net/10603/522078
Appears in Departments:Faculty of Civil Engineering

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01_title.pdfAttached File27.3 kBAdobe PDFView/Open
02_prelim_pages.pdf2.43 MBAdobe PDFView/Open
03_content.pdf195.09 kBAdobe PDFView/Open
04_abstract.pdf183.59 kBAdobe PDFView/Open
05_chapter 1.pdf332.09 kBAdobe PDFView/Open
06_chapter 2.pdf507.52 kBAdobe PDFView/Open
07_chapter 3.pdf307.71 kBAdobe PDFView/Open
08_chapter 4.pdf1.5 MBAdobe PDFView/Open
09_chapter 5.pdf990.44 kBAdobe PDFView/Open
10_chapter 6.pdf1.46 MBAdobe PDFView/Open
11_annexures.pdf437.16 kBAdobe PDFView/Open
80_recommendation.pdf130.13 kBAdobe PDFView/Open
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