Published Paper Details:

Concrete has the largest volume in present construction work and it is expected that there will be no other option for concrete in the upcoming time. Since such as excessive volumes of concrete are being used for newly construction work, it is autocratic to produce better quality of concrete that will be long lasting with increase mechanical properties to enhance the service life of any structure.It is not feasible to alter its inherent breakable essence and the need of any tensile strength of concrete structure. In this condition, fibre reinforced concrete (FRC) look to be a realistic alternative. In this research study main focus on the practicability of using polypropylene fiber (pp) and polyester fiber as subordinate reinforcement to concrete to change its brittle nature. In this study M25 grade of concrete was used. Accordingly, various percentages of polypropylene fiber and polyester fiber were put into concrete and a sequence of lab experiments were control to explore the use of polypropylene fiber and polyester in cement concrete pavements. In first sample only plain, concrete mix is tested for compressive strength, flexural strength. In second sample 1.8% of polypropylene fiber is added with the concrete mix and again tested for the same three test. In the third concrete sample 0.5% of polyester fiber is used in the concrete mix and tested for compressive strength, flexural strength and split tensile strength of cement concrete. In fourth concrete sample both 1.8% of polypropylene fiber and 0.5% of polyester fiber is mixed with the concrete mix and tested for the three tests It was seen a great increment in the compressive strength, and flexural strength which showed the addition of fiber can improve the quality of cement concrete pavement.