are deformed in desired shape and are used in the fractions of 0%, 0.50%, 0.75%, 1.0% & 1.5% in the preparation of concrete specimen and samples were observed for compressive strength and split tensile strength for 7, 14 and 28 days. A result data obtained has been analysed and compared with a control specimen of 0% fibre. The study shows steel fibre enhances the quality of concrete and hence increase the compressive strength.
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Kamal Kishore (2019) studied this question.
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