Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures

The feasibility of using high-density polyethylene (HDPE) waste in hot asphalt mixtures was analyzed, with particular focus on the rebound effect generated during compaction. Traditional asphalt mixtures without additives were evaluated alongside mixtures modified with varying percentages of HDPE wa...

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發表在:Recycling
Main Authors: David Sepúlveda-Valdez, Julio Calderón-Ramírez, Ricardo Cota-Ramírez, José Manuel Gutiérrez-Moreno, Marco Montoya-Alcaraz, Leonel García-Gómez, Atondo Sánchez-Atondo
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語言:英语
出版: MDPI AG 2025-06-01
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在線閱讀:https://www.mdpi.com/2313-4321/10/4/127
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author David Sepúlveda-Valdez
Julio Calderón-Ramírez
Ricardo Cota-Ramírez
José Manuel Gutiérrez-Moreno
Marco Montoya-Alcaraz
Leonel García-Gómez
Atondo Sánchez-Atondo
author_facet David Sepúlveda-Valdez
Julio Calderón-Ramírez
Ricardo Cota-Ramírez
José Manuel Gutiérrez-Moreno
Marco Montoya-Alcaraz
Leonel García-Gómez
Atondo Sánchez-Atondo
author_sort David Sepúlveda-Valdez
collection DOAJ
container_title Recycling
description The feasibility of using high-density polyethylene (HDPE) waste in hot asphalt mixtures was analyzed, with particular focus on the rebound effect generated during compaction. Traditional asphalt mixtures without additives were evaluated alongside mixtures modified with varying percentages of HDPE waste (0.5%, 0.62%, 1%, 4%, and 5%) through the dry method. In this method, crushed HDPE was incorporated as an aggregate within the asphalt mixture structure, added prior to the introduction of the asphalt binder. Laboratory tests assessed compaction, specific gravity (Gmb and Gmm), void content, and resistance to permanent deformation via the Hamburg wheel tracking test. The results indicated that high percentages of HDPE (4% and 5%) triggered a rebound effect that hindered proper compaction of the mixtures, thereby compromising structural integrity. Conversely, mixtures with lower HDPE percentages (0.5% and 0.62%) exhibited better compaction, although they remained comparable to the traditional mixtures without plastic. In conclusion, HDPE does not constitute a viable option for enhancing the properties of asphalt mixtures at high percentages due to elastic behavior during compaction, which introduces densification irregularities. However, some benefits were observed in mixtures with low HDPE percentages, including improvements in stability and resistance to deformation. Nonetheless, these advantages are insufficient to justify replacing traditional asphalt mixtures.
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spelling doaj-art-cfd9bdb4a5e841d7ae00bc47cb9182e12025-08-27T14:52:46ZengMDPI AGRecycling2313-43212025-06-0110412710.3390/recycling10040127Rebound Effect Generated by Waste HDPE in Hot Asphalt MixturesDavid Sepúlveda-Valdez0Julio Calderón-Ramírez1Ricardo Cota-Ramírez2José Manuel Gutiérrez-Moreno3Marco Montoya-Alcaraz4Leonel García-Gómez5Atondo Sánchez-Atondo6Civil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoCivil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoCivil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoCivil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoCivil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoCivil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoCivil Engineering Laboratory, Department of Civil Engineering, Engineering Faculty, Autonomous University of Baja California, Mexicali 21360, MexicoThe feasibility of using high-density polyethylene (HDPE) waste in hot asphalt mixtures was analyzed, with particular focus on the rebound effect generated during compaction. Traditional asphalt mixtures without additives were evaluated alongside mixtures modified with varying percentages of HDPE waste (0.5%, 0.62%, 1%, 4%, and 5%) through the dry method. In this method, crushed HDPE was incorporated as an aggregate within the asphalt mixture structure, added prior to the introduction of the asphalt binder. Laboratory tests assessed compaction, specific gravity (Gmb and Gmm), void content, and resistance to permanent deformation via the Hamburg wheel tracking test. The results indicated that high percentages of HDPE (4% and 5%) triggered a rebound effect that hindered proper compaction of the mixtures, thereby compromising structural integrity. Conversely, mixtures with lower HDPE percentages (0.5% and 0.62%) exhibited better compaction, although they remained comparable to the traditional mixtures without plastic. In conclusion, HDPE does not constitute a viable option for enhancing the properties of asphalt mixtures at high percentages due to elastic behavior during compaction, which introduces densification irregularities. However, some benefits were observed in mixtures with low HDPE percentages, including improvements in stability and resistance to deformation. Nonetheless, these advantages are insufficient to justify replacing traditional asphalt mixtures.https://www.mdpi.com/2313-4321/10/4/127asphalt mixturesHDPEplastic wastepavementssustainability
spellingShingle David Sepúlveda-Valdez
Julio Calderón-Ramírez
Ricardo Cota-Ramírez
José Manuel Gutiérrez-Moreno
Marco Montoya-Alcaraz
Leonel García-Gómez
Atondo Sánchez-Atondo
Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures
asphalt mixtures
HDPE
plastic waste
pavements
sustainability
title Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures
title_full Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures
title_fullStr Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures
title_full_unstemmed Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures
title_short Rebound Effect Generated by Waste HDPE in Hot Asphalt Mixtures
title_sort rebound effect generated by waste hdpe in hot asphalt mixtures
topic asphalt mixtures
HDPE
plastic waste
pavements
sustainability
url https://www.mdpi.com/2313-4321/10/4/127
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