Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116742
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorChen, Xen_US
dc.creatorWang, Yen_US
dc.creatorWen, Yen_US
dc.creatorCheng, Hen_US
dc.creatorHao, Gen_US
dc.date.accessioned2026-01-16T02:31:16Z-
dc.date.available2026-01-16T02:31:16Z-
dc.identifier.issn0361-1981en_US
dc.identifier.urihttp://hdl.handle.net/10397/116742-
dc.language.isoenen_US
dc.publisherU.S. National Research Council, Transportation Research Boarden_US
dc.rightsThis is the accepted version of the publication Chen, X., Wang, Y., Wen, Y., Cheng, H., & Hao, G. (2023). Oxygen Diffusion Coefficients of Asphalt Mixtures and Their Impacts on Mixture Aging. Transportation Research Record: Journal of the Transportation Research Board, 2679(1), 760-775. Copyright © (The Author(s)). DOI: 10.1177/03611981221143117.en_US
dc.subjectAsphalten_US
dc.subjectAsphalt materialsen_US
dc.subjectAsphalt mixture evaluation and performanceen_US
dc.subjectDesign and rehabilitation of asphalt pavementsen_US
dc.subjectInfrastructureen_US
dc.subjectMaterialsen_US
dc.subjectPavementsen_US
dc.titleOxygen diffusion coefficients of asphalt mixtures and their impacts on mixture agingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage760en_US
dc.identifier.epage775en_US
dc.identifier.volume2679en_US
dc.identifier.issue1en_US
dc.identifier.doi10.1177/03611981221143117en_US
dcterms.abstractThe oxidative aging of asphalt binder affects the long-term performance of flexible pavement. Apart from the intrinsic property of asphalt binder, binder aging in an asphalt mixture is also affected by the mixture’s oxygen transport efficiency, which can be characterized by the oxygen diffusion coefficient. In this study, the diffusion coefficients (Dₛ) of compacted asphalt mixtures of different designs were determined. The same mixture samples were also aged in one dimension for a relatively long period of time. Asphalt binders from different slices of the aged specimens were extracted and recovered, and their aging states were determined. Influences of Dₛ and air void content on binder aging gradient and binder aging extent in the mixture samples were systematically examined and compared. The results indicate that, as compared with air voids, Dₛ is more closely related to the aging susceptibility of asphalt binders in asphalt mixtures. It may serve as a useful and convenient parameter in mixture design optimization, modeling and prediction of in situ pavement aging, and quality control and quality assurance (QC/QA) in pavement construction.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationTransportation research record : journal of the Transportation Research Board, Jan. 2025, v. 2679, no. 1, p. 760-775en_US
dcterms.isPartOfTransportation research record : journal of the Transportation Research Boarden_US
dcterms.issued2025-01-
dc.identifier.scopus2-s2.0-105004796380-
dc.identifier.eissn2169-4052en_US
dc.description.validate202601 bcjzen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.SubFormIDG000676/2025-12-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The research was supported by the grant (Project No. PolyU 15208518) funded by the Research Grants Council of Hong Kong Special Administrative Region Government, the grant (Grant No. 51908056) from the National Natural Science Foundation of China, and the grant (Grant No. 2019M653521) from China Postdoctoral Science Foundation.en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
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