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Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation

In order to accurately describe the self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction (ROSL), five ROSL contents of 2%, 4%, 6%, 10%, and 15% were added to the aged asphalt to represent the recycled asphalt and are denoted as ROSL-2, ROSL-4, ROSL-6, ROSL-10, and...

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Autores principales: Zheng, Xuewen, Xu, Wenyuan, Cao, Kai, Li, Keke
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8854439/
https://www.ncbi.nlm.nih.gov/pubmed/35177722
http://dx.doi.org/10.1038/s41598-022-06743-1
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author Zheng, Xuewen
Xu, Wenyuan
Cao, Kai
Li, Keke
author_facet Zheng, Xuewen
Xu, Wenyuan
Cao, Kai
Li, Keke
author_sort Zheng, Xuewen
collection PubMed
description In order to accurately describe the self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction (ROSL), five ROSL contents of 2%, 4%, 6%, 10%, and 15% were added to the aged asphalt to represent the recycled asphalt and are denoted as ROSL-2, ROSL-4, ROSL-6, ROSL-10, and ROSL-15, respectively. Molecular simulation was used to simulate the healing behavior of nano cracks. A three-layer system was established in which the two sides are asphalt molecules and the middle is a 30 Å vacuum layer. The vacuum layer represented the internal nano cracks in the asphalt. The results show that the disappearance of cracks during the self-healing process was the result of the combined effect of model volume compression and asphalt molecule stretching. Self-healing is mainly affected by the van der Waals forces between the molecules. The self-healing rate of recycled asphalt is closely related to the content of ROSL, the higher the ROSL content, the greater the diffusion coefficient, which is more conducive to asphalt self-healing. However, as the time for ROSL-10 and ROSL-15 to reach the equilibrium distribution of relative concentration and density stability is basically the same, and the diffusion coefficient of ROSL-10 is basically the same as that of virgin asphalt, the optimal content of the ROSL is recommended to be 10%.
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spelling pubmed-88544392022-02-18 Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation Zheng, Xuewen Xu, Wenyuan Cao, Kai Li, Keke Sci Rep Article In order to accurately describe the self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction (ROSL), five ROSL contents of 2%, 4%, 6%, 10%, and 15% were added to the aged asphalt to represent the recycled asphalt and are denoted as ROSL-2, ROSL-4, ROSL-6, ROSL-10, and ROSL-15, respectively. Molecular simulation was used to simulate the healing behavior of nano cracks. A three-layer system was established in which the two sides are asphalt molecules and the middle is a 30 Å vacuum layer. The vacuum layer represented the internal nano cracks in the asphalt. The results show that the disappearance of cracks during the self-healing process was the result of the combined effect of model volume compression and asphalt molecule stretching. Self-healing is mainly affected by the van der Waals forces between the molecules. The self-healing rate of recycled asphalt is closely related to the content of ROSL, the higher the ROSL content, the greater the diffusion coefficient, which is more conducive to asphalt self-healing. However, as the time for ROSL-10 and ROSL-15 to reach the equilibrium distribution of relative concentration and density stability is basically the same, and the diffusion coefficient of ROSL-10 is basically the same as that of virgin asphalt, the optimal content of the ROSL is recommended to be 10%. Nature Publishing Group UK 2022-02-17 /pmc/articles/PMC8854439/ /pubmed/35177722 http://dx.doi.org/10.1038/s41598-022-06743-1 Text en © The Author(s) 2022 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) .
spellingShingle Article
Zheng, Xuewen
Xu, Wenyuan
Cao, Kai
Li, Keke
Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
title Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
title_full Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
title_fullStr Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
title_full_unstemmed Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
title_short Self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
title_sort self-healing behavior of recycled asphalt prepared by residue oil of straw liquefaction based on molecular dynamics simulation
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8854439/
https://www.ncbi.nlm.nih.gov/pubmed/35177722
http://dx.doi.org/10.1038/s41598-022-06743-1
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