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...
| 發表在: | Recycling |
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| Main Authors: | , , , , , , |
| 格式: | Article |
| 語言: | 英语 |
| 出版: |
MDPI AG
2025-06-01
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| 主題: | |
| 在線閱讀: | https://www.mdpi.com/2313-4321/10/4/127 |
| _version_ | 1849360127351586816 |
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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. |
| format | Article |
| id | doaj-art-cfd9bdb4a5e841d7ae00bc47cb9182e1 |
| institution | Directory of Open Access Journals |
| issn | 2313-4321 |
| language | English |
| publishDate | 2025-06-01 |
| publisher | MDPI AG |
| record_format | Article |
| 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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