Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/339816
Title: Experimental Study of Concrete Mixes with Nano Silica and Silica Fume
Researcher: Nanda, Anil Kumar
Guide(s): Bansal, Prem Pal and Kumar, Maneek
Keywords: Nano Silica
Partial Factor of safety
Silica Fume
University: Thapar Institute of Engineering and Technology
Completed Date: 2019
Abstract: During the manufacturing of cement, when limestone and clay are crushed and heated at high temperature, there is emission of global warming gasses including carbon dioxide (CO2) into the atmosphere. As the current atmospheric concentration of CO2 has reached an alarming high value to the tune of 410 ppm (April, 2017), it has become obligatory to develop Green concretes in order to decrease the CO2 emission from cement industry. The aim of the study undertaken herein is to highlight the utilization of nano silica in high performance concrete in order to reduce the environmental pollution and to also see if the strength as well as the durability properties of the concrete can be altered positively. In the experimental work undertaken, cement was partially replaced by nano silica at 2%, 3% and 4% replacement levels and replacement level of silica fume was kept constant at 8% for four different water binder ratios (w/b) of 0.30, 0.34, 0.38 and 0.42. The concrete samples were casted and tested for strength (compressive and split tensile) and durability properties (abrasion resistance and rapid chloride ion penetration resistance) after 7, 28 and 56 days of curing ages. Scanning Electron Microscopy, X-Ray diffraction and Energy Dispersive Spectroscopy tests were also conducted to analyze changes in the concrete microstructure. The results were statistically analyzed as well. The test results after 56 days curing period show 34.54 % and 36.52 % increase in compressive and split tensile strength for w/b ratios 0.38 and 0.30, respectively whereas a 56.31% reduction in average loss of thickness and 38% increase in resistance of chloride ions penetration was observed for w/b ratio of 0.30. Although, the experimental results also show that the maximum increase in compressive and split tensile strength, maximum reduction in abrasion and maximum decrease in rapid chloride ion penetration value were found at 0.30 w/b ratios at the replacement level of 4% of nano silica and 8% silica fume for 56 days of curing.
Pagination: 173p.
URI: http://hdl.handle.net/10603/339816
Appears in Departments:Department of Civil Engineering

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01_title.pdfAttached File109.36 kBAdobe PDFView/Open
02_certificate.pdf304.42 kBAdobe PDFView/Open
03_declaration.pdf265.76 kBAdobe PDFView/Open
04_acknowledgement.pdf535.9 kBAdobe PDFView/Open
05_abstract.pdf168.76 kBAdobe PDFView/Open
06_contents.pdf180.19 kBAdobe PDFView/Open
07_list of tables.pdf102.65 kBAdobe PDFView/Open
08_list of figures.pdf185.93 kBAdobe PDFView/Open
09_chapter 1.pdf671.59 kBAdobe PDFView/Open
10_chapter 2.pdf380.26 kBAdobe PDFView/Open
11_chapter 3.pdf1.1 MBAdobe PDFView/Open
12_chapter 4.pdf3.13 MBAdobe PDFView/Open
13_chapter 5.pdf757.55 kBAdobe PDFView/Open
14_chapter 6.pdf325.83 kBAdobe PDFView/Open
15_list of publications from present study.pdf97.5 kBAdobe PDFView/Open
16_appendix 1.pdf210.27 kBAdobe PDFView/Open
17_references.pdf510 kBAdobe PDFView/Open
80_recommendation.pdf433.86 kBAdobe PDFView/Open
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