Comparative Studies of Strength Analysis on Different Fibre Reinforced Concrete with Conventional Concrete
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 8
Abstract
This paper reports the study of compressive strength of concrete involving rice husk (RH) and fibre reinforced concrete in different proportions. The M-20 grades of concrete of cubes were made for the experiment. FRC and RH both were used from 5% to 15% at the interval of 5% by replacing Ordinary Portland Cement (O.P.C.). Steel fibres were used. The compressive strength of concrete of different proportion with 5%, 10% and 15% cubes were checked at 7 days and 28 days of curing period. The results show that concrete cubes having steel fibres showed better strength as compared to the RH concrete cubes and normal concrete cubes.
Authors and Affiliations
Prashant Singh Kurrey, Mr. P. L Tamrakar
Keywords
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- EP ID EP22505
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