Defect-Functionalized Graphene-Modified Asphalt Binder via Multiscale Analyses: Effect of Defect Density with Implications for Pavement Durability

Defect-functionalized graphene offers considerable promise for enhancing the pavement performance of asphalt in pavement engineering, due to its unique nanostructural characteristics and surface chemistry. Nevertheless, the underlying mechanism of asphalt binder modified with defect-functionalized graphene is still unclear. Herein, the influence of defect density on graphene-modified asphalt binder is comprehensively explored by multiscale analyses. Rheological tests show that defect-functionalized graphene with higher defect density is beneficial for improving the high- and low-temperature performance of modified asphalt, and the rutting factor of high defect-functionalized graphene-modified asphalt binder increases by 16.24% compared to that of low defect-functionalized graphene. Theoretical calculations indicate that a higher density of defects leads to an increase in the number of sites available for vacancy adsorption, thereby improving the interaction between graphene and nonpolar molecules present in asphalt. Higher defect density leads to a more uneven charge distribution on the graphene surface, giving it greater polarity. Subsequently, the interaction of van der Waals forces between graphene and nonpolar molecules present in asphalt is further intensified, leading to improved thermal-mechanical characteristics of asphalt binder modified with defect-functionalized graphene. These findings provide valuable insights for advancing the use of graphene in asphalt to bolster the durability of pavement.

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Publication Details

Journal
ACS Applied Nano Materials
Published
2025-06-09
DOI
https://doi.org/10.1021/acsanm.5c02467
Citations
1
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
0.95

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article

Defect-Functionalized Graphene-Modified Asphalt Binder via Multiscale Analyses: Effect of Defect Density with Implications for Pavement Durability

Wei Cai, Lei Zhang, Kai Huang, Weimin Huang et al.
1 citations
ACS Applied Nano Materials
Asphalt Pavement Performance Evaluation
0.95
article

Defect-Functionalized Graphene-Modified Asphalt Binder via Multiscale Analyses: Effect of Defect Density with Implications for Pavement Durability

Wei Cai, Lei Zhang, Kai Huang, Weimin Huang, Zhiheng Wu, Chonghua Zhou, Qi Cao
article en
1 citations

Abstract

Defect-functionalized graphene offers considerable promise for enhancing the pavement performance of asphalt in pavement engineering, due to its unique nanostructural characteristics and surface chemistry. Nevertheless, the underlying mechanism of asphalt binder modified with defect-functionalized graphene is still unclear. Herein, the influence of defect density on graphene-modified asphalt binder is comprehensively explored by multiscale analyses. Rheological tests show that defect-functionalized graphene with higher defect density is beneficial for improving the high- and low-temperature performance of modified asphalt, and the rutting factor of high defect-functionalized graphene-modified asphalt binder increases by 16.24% compared to that of low defect-functionalized graphene. Theoretical calculations indicate that a higher density of defects leads to an increase in the number of sites available for vacancy adsorption, thereby improving the interaction between graphene and nonpolar molecules present in asphalt. Higher defect density leads to a more uneven charge distribution on the graphene surface, giving it greater polarity. Subsequently, the interaction of van der Waals forces between graphene and nonpolar molecules present in asphalt is further intensified, leading to improved thermal-mechanical characteristics of asphalt binder modified with defect-functionalized graphene. These findings provide valuable insights for advancing the use of graphene in asphalt to bolster the durability of pavement.

ACS Applied Nano MaterialsVol. 8(24)
International Marine and Dredging Consultants (BE), ITS (United Kingdom) (GB), Institute of New Materials (CN), Materials Technology (United Kingdom) (GB)
National Natural Science Foundation of China
Openalex Percentile: Top 25%
Asphalt Pavement Performance Evaluation
0.95
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