Worldwide, a great deal of research is currently being conducted concerning the use of Fibre Reinforced Concrete, Laminates and Sheets in the strengthening and repairing of reinforced concrete members. There have also been several advances made in the development of fibre reinforced concrete to control cracking and crack propagation in plain concrete, and to increase the overall ductility of the material. Majorly, Synthetic fiber has played a dominant role for a long time in a variety of applications for their high specific strength and modulus. In this project the overall aim is to utilize and evaluate the structural performance of Natural Based Basalt Fiber in the concrete which it has as an properties which it is similar to synthetic fibers. The optimum percentage of Basalt fibre in concrete was found with respect to cube compressive strength at the age of 7 and 28 days. The cube specimen was casted for different percentages such as 0.05%, 0.10%, 0.15%, 0.20%, 0.25%, 0.30%, 0.35%, 0.40%, 0.45% and 0.50%(by volume of fraction) by the mass of concrete. The optimum level of basalt fibre was determined. By keeping the optimum level of dosage of fiber the structural behavior of the c
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