Full metadata record
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributor.advisorWang, Yuhong (CEE)en_US
dc.creatorChen, Xingyu-
dc.identifier.urihttps://theses.lib.polyu.edu.hk/handle/200/13038-
dc.languageEnglishen_US
dc.publisherHong Kong Polytechnic Universityen_US
dc.rightsAll rights reserveden_US
dc.titleThe anti-aging design and prevention of asphalt mixtures based on oxygen diffusion processen_US
dcterms.abstractAs an organic material, asphalt binders in asphalt mixtures undergo oxidative aging, leading to increased stiffness and brittleness, thereby impacting various performance-related properties of the mixtures. Although numerous studies have explored the aging of asphalt binders, research on aging-related issues in asphalt mixtures is comparatively limited. Thus, a comprehensive understanding of oxidative aging in asphalt mixtures is imperative.en_US
dcterms.abstractThis research aims to quantify the effects of oxidative aging on the fatigue resistance of asphalt mixtures and to investigate the oxidative aging process based on oxygen diffusion. The overarching research goal encompasses four specific objectives:en_US
dcterms.abstract(1) Employing the simplified viscoelastic continuum damage (S-VECD) model to quantitatively analyze the effects of oxidative aging on the fatigue resistance of asphalt mixtures.en_US
dcterms.abstract(2) Monitoring changes in oxygen content within asphalt mixtures and asphalt pavements.en_US
dcterms.abstract(3) Identifying factors that affect the oxygen diffusion coefficient of asphalt mixtures (Ds) and assessing its impacts on oxidative aging.en_US
dcterms.abstract(4) Utilizing the Ds to evaluate the anti-aging performance of various preventive maintenance techniques.en_US
dcterms.abstractTo address objective (1), two fatigue indices (DR and Sapp) derived from the simplified viscoelastic continuum damage (S-VECD) model were employed to evaluate the fatigue resistance of laboratory-aged asphalt mixtures. Fourier transform infrared spectroscopy (FTIR) was utilized to evaluate the aging state of asphalt binders extracted from aged mixtures. A strong correlation between aging and fatigue indices was observed, facilitating the quantification of the relationship between aging evolution and fatigue modeling of asphalt mixtures.en_US
dcterms.abstractFor objective (2), a laboratory oxygen monitoring system was developed to monitor changes in oxygen concentrations in asphalt mixtures with different designs. Additionally, a full-scale trial pavement section (4 m × 6 m × 0.46 m) was constructed and monitored to understand oxygen concentration changes within pavements and to track temperature and water content in different layers. Results highlighted the significant influence of mixture design on oxygen content distribution.en_US
dcterms.abstractAddressing objective (3), the oxygen diffusion coefficients (Ds) of compacted asphalt mixtures with varying designs were determined. Samples were aged unidirectionally, and the aging state of extracted binders was evaluated. The influences of Ds and air void contents on the aging of asphalt binders in the mixture samples were systematically examined and compared. The study revealed that Ds has a stronger correlation with aging susceptibility compared to air void contents.en_US
dcterms.abstractFinally, objective (4) involved using Ds to evaluate the oxygen retarding efficiency and oxidative aging resistance of preventive maintenance methods. Three typical preventive maintenance techniques, fog seal, slurry seal, and chip seal, were applied to treat asphalt mixtures. Ds values before and after the maintenance treatments were identified. The aging state of asphalt binders at different depths within the asphalt mixture samples were characterized. Results indicated that Ds is a very useful indicator for quantifying the oxygen retarding capacity of maintenance methods, with significant implications for the aging susceptibility of asphalt mixtures.en_US
dcterms.abstractOverall, this study enhances understanding of oxidative aging in asphalt mixtures and offers insights into optimizing mixture design, modeling in-situ pavement aging, and designing anti-aging asphalt pavement maintenance.en_US
dcterms.extentxiii, 176 pages : color illustrationsen_US
dcterms.isPartOfPolyU Electronic Thesesen_US
dcterms.issued2024en_US
dcterms.educationalLevelPh.D.en_US
dcterms.educationalLevelAll Doctorateen_US
dcterms.LCSHAsphalten_US
dcterms.LCSHAsphalt emulsion mixturesen_US
dcterms.LCSHPavements, Asphalt -- Testingen_US
dcterms.LCSHHong Kong Polytechnic University -- Dissertationsen_US
dcterms.accessRightsopen accessen_US

Files in This Item:
File Description SizeFormat 
7490.pdfFor All Users8.15 MBAdobe PDFView/Open


Copyright Undertaking

As a bona fide Library user, I declare that:

  1. I will abide by the rules and legal ordinances governing copyright regarding the use of the Database.
  2. I will use the Database for the purpose of my research or private study only and not for circulation or further reproduction or any other purpose.
  3. I agree to indemnify and hold the University harmless from and against any loss, damage, cost, liability or expenses arising from copyright infringement or unauthorized usage.

By downloading any item(s) listed above, you acknowledge that you have read and understood the copyright undertaking as stated above, and agree to be bound by all of its terms.

Show simple item record

Please use this identifier to cite or link to this item: https://theses.lib.polyu.edu.hk/handle/200/13038