Abstract
We arranged number of examples by fluctuating level of modern waste polypropylene fiber I. e. 0 , 0.25 , 0.5 , 0.75 and 1.00 . The thickness of Fiber Reinforced Concrete FRC was tried following setting up the solid blend while the compressive quality and the split elasticity of the Fiber Reinforced Concrete FRC were tried following 7 and 28 days of relieving. Results demonstrate that the thickness of new Fiber Reinforced Concrete FRC somewhat or unimportantly diminishes from 2397 kg cm3 to 2393 kg cm3 with the expansion of polypropylene fiber. The expansion of waste polypropylene fiber builds the quality of Fiber Reinforced Concrete FRC for all restoring ages in a specific way. From that point forward, there is a sudden decrease in the quality of the Fiber Reinforced Concrete FRC . The expansion of 0.5 polypropylene fiber is suggested for the most extreme quality with least coefficient of weakness. The expansion of 0.5 waste polypropylene fiber increment the compressive quality around 10 and 17 split rigidity of the Fiber Reinforced Concrete FRC Amit Singh | Rohit Jain "Improve Properties of Concrete using Polymeric Waste Materials for Road Paving" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-6 , October 2020, URL: https://www.ijtsrd.com/papers/ijtsrd33643.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/33643/improve-properties-of-concrete-using-polymeric-waste-materials-for-road-paving/amit-singh
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