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

ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 9 | September 2025

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Published in:

Volume 6 Issue 1
January-2019
eISSN: 2349-5162

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

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Published Paper ID:
JETIR1901386


Registration ID:
195240

Page Number

635-641

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Title

An Experimental Study on Mechanical Properties of Basalt Fiber Reinforced Self-Compacting Concrete

Abstract

Concrete is the most widely usable material in the world due to its mould ability and fluid behavior at early ages. The construction industry consumes millions of tons of concrete every year in India and other countries. Compaction is done using vibratory applications to achieve workability, required strength and durability in concrete. If compaction is not done in concrete, voids present will affect the performance and long term durability in structures. Self compacting concrete (SCC) can be a solution to this problem. SCC is a flowable, yet stable concrete that can spread readily into place and fill the formwork without any compaction and without undergoing any significant separation. Fibers were added in concrete to improve some of the properties of the concrete. In this study, the Basalt fibers are used in M30 mix of SCC. Two different lengths of basalt fiber i.e. 10 mm and 20 mm were added in three different percentages (percentage is calculated in percentage with respect to weight of cement in the matrix) i.e. 1%, 2% and 3%. 4% of workability (Slump flow value) is decreased at 3% of fiber added. The optimum percent of basalt fiber to be added to SCC is suggested as 2%. When the 2% of basalt fibers were added the flexural strength and spilt tensile strength is increased by 63.5% and 34% respectively

Key Words

Self-Compacting Concrete, Basalt fiber, Mould ability, flowable, Compaction, Slump Flow.

Cite This Article

"An Experimental Study on Mechanical Properties of Basalt Fiber Reinforced Self-Compacting Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 1, page no.635-641, January-2019, Available :http://www.jetir.org/papers/JETIR1901386.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

"An Experimental Study on Mechanical Properties of Basalt Fiber Reinforced Self-Compacting Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 1, page no. pp635-641, January-2019, Available at : http://www.jetir.org/papers/JETIR1901386.pdf

Publication Details

Published Paper ID: JETIR1901386
Registration ID: 195240
Published In: Volume 6 | Issue 1 | Year January-2019
DOI (Digital Object Identifier):
Page No: 635-641
Country: Shahdol, Madhya Pradesh, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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