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Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study

The circular use of resources (i.e., reuse and recycling of materials) aiming for zero waste is also gaining increasing attention in pavement engineering. In this regard, the possible use of waste plastics in asphalt materials is of strategic importance since a considerable amount of plastic waste f...

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Autores principales: Pasetto, Marco, Baliello, Andrea, Pasquini, Emiliano, Poulikakos, Lily
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9317094/
https://www.ncbi.nlm.nih.gov/pubmed/35888206
http://dx.doi.org/10.3390/ma15144739
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author Pasetto, Marco
Baliello, Andrea
Pasquini, Emiliano
Poulikakos, Lily
author_facet Pasetto, Marco
Baliello, Andrea
Pasquini, Emiliano
Poulikakos, Lily
author_sort Pasetto, Marco
collection PubMed
description The circular use of resources (i.e., reuse and recycling of materials) aiming for zero waste is also gaining increasing attention in pavement engineering. In this regard, the possible use of waste plastics in asphalt materials is of strategic importance since a considerable amount of plastic waste from construction and demolition waste and municipal solid waste is generated every year. Given this background, this experimental study aimed to investigate the feasibility of recycling waste polyethylene (PE) into asphalt mixtures. For this purpose, the dry addition of plastic shreds was evaluated to overcome the drawbacks observed in a previous interlaboratory research on PE-modified bituminous binder (i.e., instability/inhomogeneity of blend as well as the need for PE grinding). A comparative laboratory study was carried out on dense graded asphalt mixtures containing different amounts of waste plastics (i.e., 0%, 0.25%, and 1.5% by weight of the mixture). The selected asphalt mixes were investigated in terms of workability, linear visco-elastic characteristics, stiffness, strength, resistance to permanent deformation, and moisture sensitivity. Overall, the experimental findings show that the mixes prepared with the dry addition of plastic wastes were able to guarantee almost the same workability and moisture resistance as the reference material while leading to enhanced performance in terms of stiffness and permanent deformation resistance, with better responses for the higher investigated PE dosage.
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spelling pubmed-93170942022-07-27 Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study Pasetto, Marco Baliello, Andrea Pasquini, Emiliano Poulikakos, Lily Materials (Basel) Article The circular use of resources (i.e., reuse and recycling of materials) aiming for zero waste is also gaining increasing attention in pavement engineering. In this regard, the possible use of waste plastics in asphalt materials is of strategic importance since a considerable amount of plastic waste from construction and demolition waste and municipal solid waste is generated every year. Given this background, this experimental study aimed to investigate the feasibility of recycling waste polyethylene (PE) into asphalt mixtures. For this purpose, the dry addition of plastic shreds was evaluated to overcome the drawbacks observed in a previous interlaboratory research on PE-modified bituminous binder (i.e., instability/inhomogeneity of blend as well as the need for PE grinding). A comparative laboratory study was carried out on dense graded asphalt mixtures containing different amounts of waste plastics (i.e., 0%, 0.25%, and 1.5% by weight of the mixture). The selected asphalt mixes were investigated in terms of workability, linear visco-elastic characteristics, stiffness, strength, resistance to permanent deformation, and moisture sensitivity. Overall, the experimental findings show that the mixes prepared with the dry addition of plastic wastes were able to guarantee almost the same workability and moisture resistance as the reference material while leading to enhanced performance in terms of stiffness and permanent deformation resistance, with better responses for the higher investigated PE dosage. MDPI 2022-07-06 /pmc/articles/PMC9317094/ /pubmed/35888206 http://dx.doi.org/10.3390/ma15144739 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Pasetto, Marco
Baliello, Andrea
Pasquini, Emiliano
Poulikakos, Lily
Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
title Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
title_full Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
title_fullStr Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
title_full_unstemmed Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
title_short Dry Addition of Recycled Waste Polyethylene in Asphalt Mixtures: A Laboratory Study
title_sort dry addition of recycled waste polyethylene in asphalt mixtures: a laboratory study
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9317094/
https://www.ncbi.nlm.nih.gov/pubmed/35888206
http://dx.doi.org/10.3390/ma15144739
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