This paper is published in Volume-5, Issue-4, 2019
Area
Road Constructions With Bitumen
Author
Yashpal Kaurav
Co-authors
Ram Bharosh
Org/Univ
Lakshmi Narain College of Technology, Bhopal, Madhya Pradesh, India
Pub. Date
16 August, 2019
Paper ID
V5I4-1311
Publisher
Keywords
Waste plastic, Natural fiber, Penetration test, Marshall Stability, Ductility test, Flash and fire point test, Viscosity test

Citationsacebook

IEEE
Yashpal Kaurav, Ram Bharosh. Experimental study on characteristics of bitumen mixed with plastic waste and natural fiber, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Yashpal Kaurav, Ram Bharosh (2019). Experimental study on characteristics of bitumen mixed with plastic waste and natural fiber. International Journal of Advance Research, Ideas and Innovations in Technology, 5(4) www.IJARIIT.com.

MLA
Yashpal Kaurav, Ram Bharosh. "Experimental study on characteristics of bitumen mixed with plastic waste and natural fiber." International Journal of Advance Research, Ideas and Innovations in Technology 5.4 (2019). www.IJARIIT.com.

Abstract

Disposal of waste materials together with waste plastic baggage has become a significant drawback and waste plastics area unit burnt for apparent disposal that causes environmental pollution In the present experimental investigation, attempts are made to study on the various properties like penetration test, ductility test, softening point test, specific gravity test, viscosity test, flash and fire point test, Experiments were conducted for both Ordinary bitumen and waste polythene bitumen with different percentages of waste polythene. It was observed that variation of stability with waste plastic more stability show from 5% bitumen sample with 8%plastic added value 1972 (Kg). Show that increasing bitumen percentage and plastic with decreasing the stability of the bitumen mix. The lower value of stability is 1508kg obtained from 6.5% bitumen with 12% plastic. Also clear that the flow value of bitumen with the addition of plastic is a higher value obtained from mix M4 at 5% of bitumen, and 8% plastic. It is clear that increasing the percentage of bitumen and with increasing of waste plastic than decreasing flow value of bitumen compare with mix 8% plastic and 5% bitumen respectively.
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