Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/421937
Title: Mix proportion methodology and performance characteristics of concrete using laterite sand
Researcher: RAJAPRIYA R
Guide(s): Ponmalar V
Keywords: Engineering and Technology
Engineering
Engineering Civil
Building material
River sand
Laterite soil
University: Anna University
Completed Date: 2022
Abstract: Concrete is the extensively utilized material in the world by humans newlineafter water. The widespread use of concrete as a building material is due to its newlineversatile nature. River sand is conventionally used as fine aggregate, and the newlinerate of extraction is far greater than the rate of replenishment of river sand. newlineThis causes environmental imbalances and unprecedented impacts on the newlineenvironment. Waste materials that are available abundantly and locally from newlinedifferent industries can be a viable alternative for river sand. newlineLaterite soil, a marginal material, can be considered a suitable newlinesubstitute for river sand in concrete, as India has up to 706 million tonnes of newlinelaterite. However, usage of laterite in concrete as fine aggregate has not been newlineresearched and reported enough in India. newlineAn attempt to document the effect of laterite fine aggregate with newlinecrushed stone sand (crushed sand) in concrete has been made in this study. newlineThis investigation is attempted to examine the outcome of laterite sand s newlinephysical and chemical properties towards the performance of normal strength newlinegrades (M30, M45) and high strength grade (M60). First, lateritic fine newlineaggregates engineering properties using microstructural analysis were newlineattempted to ascertain the usability of laterite aggregates. Then, the mix newlineproportion of concrete for normal strength grades (M30, M45) and high newlinestrength grade (M60) was developed and tested for fresh and hardened newlineproperties of concrete. newline newline
Pagination: xvi, 148.
URI: http://hdl.handle.net/10603/421937
Appears in Departments:Department of Civil Engineering

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02_prelim pages.pdf2.76 MBAdobe PDFView/Open
03_content.pdf8.33 kBAdobe PDFView/Open
04_abstract.pdf6.3 kBAdobe PDFView/Open
05_chapter 1.pdf59.42 kBAdobe PDFView/Open
06_chapter 2.pdf56.34 kBAdobe PDFView/Open
07_chapter 3.pdf943.02 kBAdobe PDFView/Open
08_chapter 4.pdf698.02 kBAdobe PDFView/Open
09_chapter 5.pdf305.83 kBAdobe PDFView/Open
10_chapter 6.pdf849.7 kBAdobe PDFView/Open
11_chapter 7.pdf556.07 kBAdobe PDFView/Open
12_chapter 8.pdf644.58 kBAdobe PDFView/Open
13_annexures.pdf223.5 kBAdobe PDFView/Open
80_recommendation.pdf58.72 kBAdobe PDFView/Open
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