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Utilization of Recycled Plastic Waste in Fiber Reinforced Concrete for Eco-Friendly Footpath and Pavement Applications

Author

Listed:
  • Cherdsak Suksiripattanapong

    (Department of Civil Engineering, Faculty of Engineering and Technology, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand)

  • Taweerat Phetprapai

    (Department of Civil Engineering, Faculty of Engineering and Technology, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand)

  • Witawat Singsang

    (Department of Aircraft Part Manufacturing Technology, Faculty of Industrial Technology, Rambhai Barni Rajabhat University, Chanthaburi 22000, Thailand)

  • Chayakrit Phetchuay

    (Department of Civil Engineering, Faculty of Engineering and Technology, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand)

  • Jaksada Thumrongvut

    (Department of Civil Engineering, Faculty of Engineering and Technology, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand)

  • Wisitsak Tabyang

    (Department of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Srivijaya, Songkhla 90000, Thailand)

Abstract

The use of concrete in road construction has grown over the past decade due to the material’s great durability. However, concrete has poor tensile strength, ductility, and energy absorption. This paper aims to investigate the utilization of plastic waste, namely polypropylene (PP), to create a novel fiber to enhance the engineering properties of fiber reinforced concrete (FRC), an eco-friendly concrete that can reduce environmental problems. The 28-day design strengths of 28 and 32 MPa were used in this study because the compressive strength requirements for concrete footpaths and pavement specified by Austroads and the Department of Highways, Thailand, were at least 25 and 32 MPa, respectively. The fiber (F) was a mixture of virgin PP and recycled PP (RPP). The study used F contents of 0.25, 0.50, 0.75, and 1% by weight of cement and PP:RPP ratios of 100:0, 75:25, 50:50, 25:75, and 0:100. The compressive strength, flexural strength, leaching, and CO 2 emissions savings of FRC were evaluated. Improvements in the compressive strength, flexural strength, and toughness of the samples with F were observed in comparison to the control concrete samples for all design strengths. All mixtures met the compressive strength requirements for concrete footpaths, except for F contents of 0.75 and 1% and a PP:RPP ratio of 0:100. By contrast, the 32 MPa FRC samples with F contents of 0.25 and 0.5% and all PP:RPP ratios met the requirements for rigid pavement. From an environmental perspective, the heavy metal contaminants of the 32 MPa FRC sample were within the allowable limits for all mixtures. Regarding incineration disposal, the maximum CO 2 emissions savings of 28 MPa and 32 MPa FRC with an F content of 0.5% and a PP:RPP ratio of 0:100 were 1.0 and 1.11 kg CO 2 -e/m 3 , respectively. This research will enable plastic waste, traditionally destined for incineration and landfill disposal, to be used as a sustainable fiber in the construction industry.

Suggested Citation

  • Cherdsak Suksiripattanapong & Taweerat Phetprapai & Witawat Singsang & Chayakrit Phetchuay & Jaksada Thumrongvut & Wisitsak Tabyang, 2022. "Utilization of Recycled Plastic Waste in Fiber Reinforced Concrete for Eco-Friendly Footpath and Pavement Applications," Sustainability, MDPI, vol. 14(11), pages 1-15, June.
    • Handle: RePEc:gam:jsusta:v:14:y:2022:i:11:p:6839-:d:830984
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    References listed on IDEAS

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    1. Turner, David A. & Williams, Ian D. & Kemp, Simon, 2015. "Greenhouse gas emission factors for recycling of source-segregated waste materials," Resources, Conservation & Recycling, Elsevier, vol. 105(PA), pages 186-197.
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    1. Walter Leal Filho & Jelena Barbir & Pınar Gökçin Özuyar & Enrique Nunez & Jose Manuel Diaz-Sarachaga & Bertrand Guillaume & Rosley Anholon & Izabela Simon Rampasso & Julia Swart & Luis Velazquez & The, 2022. "Assessing Provisions and Requirements for the Sustainable Production of Plastics: Towards Achieving SDG 12 from the Consumers’ Perspective," Sustainability, MDPI, vol. 14(24), pages 1-23, December.
    2. Samuel Y. O. Amakye & Samuel J. Abbey & Colin A. Booth & Jonathan Oti, 2022. "Performance of Sustainable Road Pavements Founded on Clay Subgrades Treated with Eco-Friendly Cementitious Materials," Sustainability, MDPI, vol. 14(19), pages 1-23, October.
    3. Noura Al-Mazrouei & Ali H. Al-Marzouqi & Waleed Ahmed, 2022. "Characterization and Sustainability Potential of Recycling 3D-Printed Nylon Composite Wastes," Sustainability, MDPI, vol. 14(17), pages 1-13, August.
    4. Ibrahim Hakeem & Md. Akter Hosen & Mana Alyami & Shaker Qaidi & Yasin Özkılıc, 2023. "Influence of Heat–Cool Cyclic Exposure on the Performance of Fiber-Reinforced High-Strength Concrete," Sustainability, MDPI, vol. 15(2), pages 1-24, January.
    5. Jaksada Thumrongvut & Sittichai Seangatith & Chayakrit Phetchuay & Cherdsak Suksiripattanapong, 2022. "Comparative Experimental Study of Sustainable Reinforced Portland Cement Concrete and Geopolymer Concrete Beams Using Rice Husk Ash," Sustainability, MDPI, vol. 14(16), pages 1-20, August.

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