Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/515493
Title: Performance of Bacterial Concrete Incorporated with Grains of Sugarcane Fibres
Researcher: Kala P
Guide(s): Jessy Rooby
Keywords: Engineering
Engineering and Technology
Engineering Civil
University: Hindustan Institute of Technology and Science
Completed Date: 2023
Abstract: newline i newlineABSTRACT newlineMost of the failure of concrete elements are due to cracks of width less than newline5mm. Bacterial concrete is one of the methods of rectifying the micro-cracks newlinedeveloped in the structural elements made of concrete. As the bacteria heals the newlinecracks in its natural, eco- friendly way, in order to enhance the healing process and newlineto feed the bacteria for its effective work, sugarcane fibre grains were added to the newlinebacterial concrete. The effectiveness of the bacteria was enhanced with the presence newlineof sugar. But at the same time, higher percentage of sugar will increase the newlinetemperature during hydration. Therefore, squeezed sugarcane fibre grains having newlinelesser percentage of sweetness were used which enhanced the healing process of newlinebacteria. newlineIn this research, the overall behaviour of concrete with respect to strength newlineand durability of concrete using Bacillus subtilis and the sugarcane fibres were newlineexperimentally investigated and compared with the conventional concrete. The first newlinephase of this study focuses on the compressive strength and the split tensile strength newlineof the bacterial concrete containing different cell concentrations of Bacillus subtilis newlinein liquid form with replacement of fine aggregate using 0.1% and 0.5% of newlinesugarcane fibres (passing through 4.75mm sieve). From the experimental work, it newlinewas found that the compressive strength and split tensile strength were found to be newlinemaximum at 0.1% replacement of fine aggregate using sugarcane fibres with a cell newlineconcentration of 106. The optimimum percentage replacement of fine aggregates newlinewith sugarcane fibres of grain size less than 4.75 mm was found to be 0.1 % and that newlinewas used for the remaining phases of the work.
Pagination: 
URI: http://hdl.handle.net/10603/515493
Appears in Departments:Department of Civil Engineering

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02_prelim pages.pdf299.78 kBAdobe PDFView/Open
03_content.pdf235.4 kBAdobe PDFView/Open
04_abstract.pdf18.3 kBAdobe PDFView/Open
05_chapter1.pdf408.21 kBAdobe PDFView/Open
06_chapter2.pdf270.79 kBAdobe PDFView/Open
07_chapter3.pdf678.79 kBAdobe PDFView/Open
08_chapter4.pdf1.22 MBAdobe PDFView/Open
09_chapter5.pdf89.35 kBAdobe PDFView/Open
10_chapter6.pdf16.78 kBAdobe PDFView/Open
11_chapter7.pdf11.11 kBAdobe PDFView/Open
80_recommendation.pdf18.3 kBAdobe PDFView/Open
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