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  • ISSN[Online] : 2643-9875  ||  ISSN[Print] : 2643-9840

Volume 06 Issue 11 November 2023

Effect of Coated Aggregates by Plastic Bottles on Bituminous Concrete for Road Pavement
1Gaspard Ukwizagira, 2Theogene Ndabamenye, 3Bienvenu Nezerwa, 4Habimana Umukunzi George Bush
1,4Assistant lecturer, Department of Civil Engineering, Rwanda polytechnic /IPRC Huye P.O. Box:575 Huye-Rwanda
2Lecturer of civil engineering department at Rwanda polytechnic /IPRC Huye P.O. Box:575 Huye-Rwanda, PhD student in Civil Engineering (Structural Option) at Pan Africa university, Institute for Basic Sciences, Technology and Innovation (PAUSTI).
3Assistant Lecturer & Head of civil engineering department at Rwanda polytechnic /IPRC Huye P.O. Box:575 Huye-Rwanda,
DOI : https://doi.org/10.47191/ijmra/v6-i11-52

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ABSTRACT:

The amount of waste plastics which are released by factories and human activities day to day becomes big problem to human being health as days ahead. The major impact of waste plastics is the environmental pollution, as they do not decompose. This current study, was about to use those waste plastics as Partial replacement of bitumen in bituminous concrete production for road pavement. Different materials like plastics, coarse aggregate, fine aggregate, filler materials and bitumen were used. The plastics used in this research were shredded into small pieces of 5 to 10 mm size and mixed with aggregates in hot state. Tests on aggregates and bitumen for strength and specific gravity were carried out respectively. To examine the behavior of plastics, test specimens were prepared without plastic contents with different bitumen percentage of 4.5%, 5%, 5.5%, 6%, 6.5% for the purpose of finding optimum bitumen binder for normal mix. The optimum bitumen percent for normal bituminous mix is 5.7% and the maximum stability of 9.2875 KN is reported, which is above 8.2 KN as minimum stability accepted. The quantity of bitumen was partially replaced with 3%, 10%, 15% and 20% by plastics. High stability value of 10.89 KN was found at optimum 14.3% plastics. This paper reports that waste plastics produce a good result compare to normal mix.

KEYWORDS:

Waste plastics, Bitumen, Aggregates, Stability, Optimum bitumen, Partial replacement

REFERENCES
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2) Barksdale, R. (1991). The aggregate handbook.Washington D.C.: National Stone Association.

3) Colonna, P. (2012). Bottom ash application for the course of binding for soils. Proscenia-sciences socials et behavior ales 53, 961-971.

4) Domone, P. (2006). Self-compacting concrete: An analysis of 11 years of case studies. Cement and concrete composites 28(2). 197-208.

5) G.Ramesh Kumar, .. S. (2017). Partial replacement of bitumen by Waste plastic and polyproplyene in Road construction. International journal of current engineering and scientific research (IJCESR), 2394-0697.

6) Gawande, A. a. (2012). An overview on waste plastic utilization in asphalting of roads. Journal of Engineering Research and Studies, 118-124.

7) Habib, N. K. (2010). Rheological properties of polyethlene and polypropylene modified bitumen. World Academy of Science,Engineering and Technology, 72,293-297.

8) Hodhod, H. a. (2010). Experimental comparative and numerical predictive studies on strength evaluation of cement types: Effect of specimen shape and type of sand.Engineering 2(8). 559-572.

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10) Prince Ghalayan, .. E. (2017). Partial replacement of Bitumen by using plastic waste in bitumen concrete. International Journal of Latest Research In Engineering and computing (IJLREC), Pg7-12.

11) SavitaDevi. (2016). Partial replacement of bitumen by using plastic waste in bitumen concrete.

12) Shivani Madhavrao Murshetwad, .. S. (2021). Partial replacement of bitumen by using plastic waste. International Journal of Creative Research Thoughts, 902-906.

13) Toth, c. a. (2015). The effect of VIATOP plus FEP on the stiffness and low temperature behavior of hot mix asphalts. Paper of presentation at 2nd International Conference on Rheology and Modeling of Materials.Journal of Silicate Based and Composite Materials, 126-131.

14) U.Sathishi, A. K. (2020). Partial replacement of bitumen with waste plastic in flexible pavements. International Research journal of Engineering and technology, 849-856.

15) Vasudevan, R. R. (2006). Reuse of waste plastics for road laying ,Indian Highways. Indian Roads Congress 34(7), 5-20.
Volume 06 Issue 11 November 2023

There is an Open Access article, distributed under the term of the Creative Commons Attribution – Non Commercial 4.0 International (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/), which permits remixing, adapting and building upon the work for non-commercial use, provided the original work is properly cited.


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