UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 11 | November 2025

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Published in:

Volume 10 Issue 6
June-2023
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2306712


Registration ID:
519690

Page Number

h99-h111

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Title

ANALYSIS OF FIBER AND FLY ASH CONCRETE IN RIGID PAVEMET

Abstract

Fly ash is one of the by-products produced from the process of coal burning. Electricity generation using coal as the energy source is the main industry, which produces fly ash as its major solid waste. There are still other types of solid wastes produced from the coal generating plants like bottom ash and gypsum but their volumes are generally far less than that of the fly ash. There are difficulties around the world to achieve effective utilization of fly ash or even to get rid of it. This works particularly existing of analysis of fibre and fly ash concrete in rigit payment. Experimental work was done with 50% replacement of cement by fly ash and fibre use in different percentage 0, 0.2, 0.4, 0.6, 0.8, 1.0, 1.2, 1.4, 1.6 and 1.8 and check the strength properties of fiber reinforced high volume fly ash concrete such as compressive strength, tensile strength, flexural strength and impact strength required for rigid pavements and analysis the resistance of fiber reinforced high volume fly ash concrete and to study the behaviour of fiber reinforced high volume fly ash concrete under central loading, edge loading and comer loading condition. To determine the above properties Concrete cubes of size 150mm x 150mm x 150mm are used to prepare the specimens for determination of compressive strength of FRHV. Compressive strength of FRHVFAC shows an increasing trend up to 1.4% addition of steel fibers. Thereafter compressive strength shows a decreasing trend. The percentage increase of 7 days, 28 days and 90 days compressive strength for 1.4% addition of steel fibers are found to be 17%, 18% and 17% respectively. Tensile strength of FRHVFAC shows an increasing trend up to 1.4% addition of steel fibers. Thereafter tensile strength shows a decreasing trend. The percentage increase of 7 days, 28 days and 90 days tensile strength for 1.4% addition of steel fibers are found to be 38%, 41% and 19% respectively. Flexural strength of FRHVFAC shows an increasing trend up to 1.4% addition of steel fibers. Thereafter flexural strength shows a decreasing trend.

Key Words

Fly ash, fiber reinforced high volume fly ash concrete, flexural strength, compressive strength,

Cite This Article

"ANALYSIS OF FIBER AND FLY ASH CONCRETE IN RIGID PAVEMET", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 6, page no.h99-h111, June-2023, Available :http://www.jetir.org/papers/JETIR2306712.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"ANALYSIS OF FIBER AND FLY ASH CONCRETE IN RIGID PAVEMET", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 6, page no. pph99-h111, June-2023, Available at : http://www.jetir.org/papers/JETIR2306712.pdf

Publication Details

Published Paper ID: JETIR2306712
Registration ID: 519690
Published In: Volume 10 | Issue 6 | Year June-2023
DOI (Digital Object Identifier):
Page No: h99-h111
Country: District-Sirsa, HARYANA, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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