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Modification of Bitumen Properties Using Waste Polymer in Context of Bangladesh

Received: 28 March 2021    Accepted: 12 April 2021    Published: 26 April 2021
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Abstract

Proper disposal of plastics and its derivatives is one of the biggest challenges all over the globe. Due to the improper management of plastic product environment is being polluted. Plastic waste generation and plastic waste-based pollution in Bangladesh is leaping at a high pace. Among numerous ways of disposal of waste plastics, one can be using it in flexible pavement construction. According to the Bangladesh Waste Database 2014, Dhaka city alone produces 25.44% (5,925.51 tons/ day) of waste, of which 8.45% is plastic. In the construction of bituminous pavement, plastics, as well as construction debris, are being used in the form of aggregate and filler materials popularly. This study focusses on the improvement of properties of bitumen by blending it with LDPE (Low-density polyethylene) and PP (Polypropylene) at a different proportion. Three cases were considered in the study for plastic waste addition, Case-01:- only LDPE; Case-02:- LDPE: PP=3:1; Case-03:- LDPE: PP=1:1. For each case, 3%, 6%, 9%, 12%, and 15% of plastic waste was mixed with bitumen. It was found that the penetration value and ductility decrease with the increasing proportion of plastic waste in bitumen, whereas the softening point increases for every case. Loss on heating, flash & fire point also been improved with the plastic addition. The performance of Case- 03 (LDPE: PP=1:1) is better than others. Minimum penetration value, 11 and maximum softening point, 90°C, is found for this case, which indicates a 90% improvement compared to virgin bitumen. Due to the addition of plastic waste, the ductility always gets affected. But overall, a significant improvement in the properties of bitumen is noticeable.

Published in International Journal of Mineral Processing and Extractive Metallurgy (Volume 6, Issue 1)
DOI 10.11648/j.ijmpem.20210601.12
Page(s) 6-11
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2021. Published by Science Publishing Group

Keywords

Waste Management, Plastic Blended Bitumen, LDPE, Polypropylene, Transportation Engineering

References
[1] Islam, M. M., Islam, M. S., Rahman, F. I. (2019). "A Brief Study on Capacity Loss at Major Rajshahi City Roads, Bangladesh". In: Proceedings of International Conference on Planning, Architecture and Civil Engineering. Rajshahi, Bangladesh, pp 1–6.
[2] Harun-or-rashid, G, M & Islam, M. M. (2020) A Review Paper on: Effect of Different Types of Filler Materials on Marshall Characteristics of Bitumen Hot Mix. 9:40–46. https://doi.org/10.11648/j.ijmsa.20200903.11.
[3] Enayetullah I, Sinha AHMM, Lehtonen I (2014) Bangladesh Waste Database 2014. 1–19.
[4] Shantosh kumar Garg (1999) Environmental engineering, vol. II. Khanna Publishers, Delhi.
[5] Vasudevan R, Ramalinga Chandra Sekar A, Sundarakannan B, Velkennedy R (2012) A technique to dispose waste plastics in an ecofriendly way - Application in construction of flexible pavements. Constr Build Mater 28: 311–320. https://doi.org/10.1016/j.conbuildmat.2011.08.031.
[6] M. A. Hossain (2006) a Study on the Rheological Properties of Polymer Modified Bituminous Binder and Mixes.
[7] Zoorab SE SL (2000) Laboratory design and performance of improved bituminous composites utilizing recycled plastics packaging waste. Present Technol Watch Innov Constr Ind Palais 203–9.
[8] Panda M, Mazumdar M (1999) Engineering properties of eva-modified bitumen binder for paving mixes. J Mater Civ Eng 11:131–137. https://doi.org/10.1061/(ASCE)0899-1561(1999)11:2(131).
[9] Hossain M, Swartz S, Hoque E (1999) Fracture and tensile characteristics of asphalt-rubber concrete. J Mater Civ Eng 11:287–294. https://doi.org/10.1061/(ASCE)0899-1561(1999)11:4(287).
[10] Murphy M, O’Mahony M, Lycett C, Jamieson I (2001) Recycled polymers for use as bitumen modifiers. J Mater Civ Eng 13:306–315. https://doi.org/10.1061/(ASCE)0899-1561(2001)13:4(306).
[11] (2008) Plastic Recycling for Environmental and Transport Improvements. a Feasibility Study by Bangladesh Transp Found.
[12] Islam MS (2003) A Study on the Prospects of Using Polymers in Bituminous Binder and Mixes. M Eng Proj Dep Civ Eng Bangladesh Univ Eng Technol.
[13] Kumar, M. M., and Kumar, M. S. " A (2001) Study on Rubberized Bituminous Mixes. J Indian Highw.
[14] Panda, M., and Mazumder M (1997) Development and evaluation of a bituminous paving binder containing reclaimed polyethylene. Indian Highw.
[15] G. M. H. Rashid, M. M. Islam MSI& MNH (2019) A Brief Study On Water Quality Liable for Contaminating the River Padma, Rajshahi. Proc Int Conf Planning, Archit Civ Eng 7–9.
[16] Abul Kashem M (2012) Use of Waste Plastic Blended Bitumen for Road Construction and Maintenance. MSc thesis, BANGLADESH Univ Eng Technol 20.
[17] AASHTO T53-92 Standard test method for determination of softening point of bitumen by Ring and Ball Apparatus.
[18] Hoornweg, D & Bhada-Tata P (2012) What a Waste: A Global Review of Solid Waste Management. Urban Dev Local Gov Unit, World Bank, Washington, DC, USA.
[19] (2008) Use of Waste Plastics with Bitumen for Road Construction. Bangladesh, Dhaka by Bangladesh Univ Eng Technol.
[20] Shirin, M., S., Islam, M. M. & Kumruzzaman, M.(2020). Stabilization of Coal Mine Waste and Its Practical Application as a Road Subgrade. American Journal of Traffic and Transportation Engineering. Vol. 5, No. 5, pp. 51-56. doi: 10.11648/j.ajtte.20200505.11.
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  • APA Style

    Mohammad Mohayminul Islam, Mosammat Shamima Shirin, Tausif Rahman Tonoy, Sanzit Ahmed Sweet. (2021). Modification of Bitumen Properties Using Waste Polymer in Context of Bangladesh. International Journal of Mineral Processing and Extractive Metallurgy, 6(1), 6-11. https://doi.org/10.11648/j.ijmpem.20210601.12

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    ACS Style

    Mohammad Mohayminul Islam; Mosammat Shamima Shirin; Tausif Rahman Tonoy; Sanzit Ahmed Sweet. Modification of Bitumen Properties Using Waste Polymer in Context of Bangladesh. Int. J. Miner. Process. Extr. Metall. 2021, 6(1), 6-11. doi: 10.11648/j.ijmpem.20210601.12

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    AMA Style

    Mohammad Mohayminul Islam, Mosammat Shamima Shirin, Tausif Rahman Tonoy, Sanzit Ahmed Sweet. Modification of Bitumen Properties Using Waste Polymer in Context of Bangladesh. Int J Miner Process Extr Metall. 2021;6(1):6-11. doi: 10.11648/j.ijmpem.20210601.12

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  • @article{10.11648/j.ijmpem.20210601.12,
      author = {Mohammad Mohayminul Islam and Mosammat Shamima Shirin and Tausif Rahman Tonoy and Sanzit Ahmed Sweet},
      title = {Modification of Bitumen Properties Using Waste Polymer in Context of Bangladesh},
      journal = {International Journal of Mineral Processing and Extractive Metallurgy},
      volume = {6},
      number = {1},
      pages = {6-11},
      doi = {10.11648/j.ijmpem.20210601.12},
      url = {https://doi.org/10.11648/j.ijmpem.20210601.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijmpem.20210601.12},
      abstract = {Proper disposal of plastics and its derivatives is one of the biggest challenges all over the globe. Due to the improper management of plastic product environment is being polluted. Plastic waste generation and plastic waste-based pollution in Bangladesh is leaping at a high pace. Among numerous ways of disposal of waste plastics, one can be using it in flexible pavement construction. According to the Bangladesh Waste Database 2014, Dhaka city alone produces 25.44% (5,925.51 tons/ day) of waste, of which 8.45% is plastic. In the construction of bituminous pavement, plastics, as well as construction debris, are being used in the form of aggregate and filler materials popularly. This study focusses on the improvement of properties of bitumen by blending it with LDPE (Low-density polyethylene) and PP (Polypropylene) at a different proportion. Three cases were considered in the study for plastic waste addition, Case-01:- only LDPE; Case-02:- LDPE: PP=3:1; Case-03:- LDPE: PP=1:1. For each case, 3%, 6%, 9%, 12%, and 15% of plastic waste was mixed with bitumen. It was found that the penetration value and ductility decrease with the increasing proportion of plastic waste in bitumen, whereas the softening point increases for every case. Loss on heating, flash & fire point also been improved with the plastic addition. The performance of Case- 03 (LDPE: PP=1:1) is better than others. Minimum penetration value, 11 and maximum softening point, 90°C, is found for this case, which indicates a 90% improvement compared to virgin bitumen. Due to the addition of plastic waste, the ductility always gets affected. But overall, a significant improvement in the properties of bitumen is noticeable.},
     year = {2021}
    }
    

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  • TY  - JOUR
    T1  - Modification of Bitumen Properties Using Waste Polymer in Context of Bangladesh
    AU  - Mohammad Mohayminul Islam
    AU  - Mosammat Shamima Shirin
    AU  - Tausif Rahman Tonoy
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    N1  - https://doi.org/10.11648/j.ijmpem.20210601.12
    DO  - 10.11648/j.ijmpem.20210601.12
    T2  - International Journal of Mineral Processing and Extractive Metallurgy
    JF  - International Journal of Mineral Processing and Extractive Metallurgy
    JO  - International Journal of Mineral Processing and Extractive Metallurgy
    SP  - 6
    EP  - 11
    PB  - Science Publishing Group
    SN  - 2575-1859
    UR  - https://doi.org/10.11648/j.ijmpem.20210601.12
    AB  - Proper disposal of plastics and its derivatives is one of the biggest challenges all over the globe. Due to the improper management of plastic product environment is being polluted. Plastic waste generation and plastic waste-based pollution in Bangladesh is leaping at a high pace. Among numerous ways of disposal of waste plastics, one can be using it in flexible pavement construction. According to the Bangladesh Waste Database 2014, Dhaka city alone produces 25.44% (5,925.51 tons/ day) of waste, of which 8.45% is plastic. In the construction of bituminous pavement, plastics, as well as construction debris, are being used in the form of aggregate and filler materials popularly. This study focusses on the improvement of properties of bitumen by blending it with LDPE (Low-density polyethylene) and PP (Polypropylene) at a different proportion. Three cases were considered in the study for plastic waste addition, Case-01:- only LDPE; Case-02:- LDPE: PP=3:1; Case-03:- LDPE: PP=1:1. For each case, 3%, 6%, 9%, 12%, and 15% of plastic waste was mixed with bitumen. It was found that the penetration value and ductility decrease with the increasing proportion of plastic waste in bitumen, whereas the softening point increases for every case. Loss on heating, flash & fire point also been improved with the plastic addition. The performance of Case- 03 (LDPE: PP=1:1) is better than others. Minimum penetration value, 11 and maximum softening point, 90°C, is found for this case, which indicates a 90% improvement compared to virgin bitumen. Due to the addition of plastic waste, the ductility always gets affected. But overall, a significant improvement in the properties of bitumen is noticeable.
    VL  - 6
    IS  - 1
    ER  - 

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Author Information
  • Department of Civil Engineering, Rajshahi University of Engineering and Technology, Rajshahi, Bangladesh

  • Department of Civil Engineering, Bangladesh Army University of Engineering & Technology, Natore, Bangladesh

  • Department of Civil Engineering, Bangladesh Army University of Engineering & Technology, Natore, Bangladesh

  • Department of Civil Engineering, Bangladesh Army University of Engineering & Technology, Natore, Bangladesh

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