Full metadata record
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.contributor.advisorWang, Yuhong (CEE)-
dc.creatorWen, Yong-
dc.identifier.urihttps://theses.lib.polyu.edu.hk/handle/200/9322-
dc.languageEnglishen_US
dc.publisherHong Kong Polytechnic University-
dc.rightsAll rights reserveden_US
dc.titleThe effects and causes of oxidative aging of compacted asphalt mixturesen_US
dcterms.abstractAsphalt mixture is a widely used material for the construction of road, airfield, and parking lot pavements. Asphalt binder in asphalt mixture is subjected to oxidative aging, which causes asphalt to become stiffer and more brittle and leads to higher asphalt stress that makes the pavement more susceptible to cracking under a given deformation. Existing studies mainly focus on the aging-related issues of asphalt binder per se. It remains unclear how asphalt binder aging drives the mechanical property changes of asphalt mixtures and what factors affect asphalt binder aging in asphalt mixtures. The overall goal of this research is to (1) quantify the relationships between the aging-induced chemical and physical changes of recovered asphalt binder and the property changes of compacted asphalt mixture, and (2) identify the key factors that affect the aging of asphalt binder in asphalt mixtures. The overall research goal consists of four specific objectives: (1) Development of a new method to simulate the long-term aging for compacted asphalt mixtures, (2) Quantification of the relationship between the aging of asphalt binders and asphalt mixtures, (3) Determination of the oxygen transport efficiency and possible oxygen consumption of asphalt mixtures, and (4) Identification of critical factors that affect the aging susceptibility of asphalt binders in compacted asphalt mixtures. To achieve the research objectives, two new pieces of equipment were developed. One piece of equipment was developed to more realistically simulate the long-term aging of compacted asphalt mixtures. The newly developed equipment was subsequently used to age a variety of compacted asphalt mixture types. The dynamic modulus values of compacted asphalt mixtures at different aging states were tested. Based on the results, the quantitative relationship between the rheological properties of asphalt binder and the dynamic modulus of compacted asphalt mixtures were examined. The other new piece of equipment was developed to measure the oxygen diffusion and consumption coefficients of compacted asphalt mixtures, along with test procedures for making the measurements. The methods to calculate the oxygen diffusion and consumption coefficients of compacted asphalt mixtures were also assessed. The relationship between oxygen diffusion coefficients and mixtures' volumetric parameters were examined.en_US
dcterms.abstractThe following major findings are made through this research. (1) The newly developed aging method can efficiently simulate the long-term aging of compacted asphalt mixtures without impairing the integrity of the mixtures during the aging process. (2) The dynamic modulus values of compacted asphalt mixtures are well related to the aging states of asphalt binders. (3) The accuracy and robustness of six models for predicting the dynamic modulus of compacted asphalt mixtures vary with mixture types and aging states, and the Improved Hirsch's Model has higher accuracy and robustness in predicting the dynamic modulus of compacted asphalt mixtures for different asphalt mixture types. (4) It is feasible to use the developed apparatus and test procedure to measure the oxygen diffusion coefficients of compacted asphalt mixtures. Additionally, oxygen consumption can be neglected at room temperature. (5) Oxygen diffusion coefficients of compacted asphalt mixtures vary greatly and are affected by the volumetric characteristics of the compacted asphalt mixtures. (6) The oxygen diffusion coefficient provides a good indication of the aging susceptibility of compacted asphalt mixtures. It is believed that this study contributes to the body of knowledge in pavement engineering by having developed new methods and gained new insights into compacted asphalt mixture aging. The findings will also have significant implications for pavement engineering practices.en_US
dcterms.extentxiii, 183 pages : color illustrationsen_US
dcterms.isPartOfPolyU Electronic Thesesen_US
dcterms.issued2018en_US
dcterms.educationalLevelPh.D.en_US
dcterms.educationalLevelAll Doctorateen_US
dcterms.LCSHHong Kong Polytechnic University -- Dissertationsen_US
dcterms.LCSHAsphalt emulsion mixturesen_US
dcterms.LCSHAsphalt -- Additivesen_US
dcterms.LCSHBinders (Materials)en_US
dcterms.accessRightsopen accessen_US

Files in This Item:
File Description SizeFormat 
991022068658403411.pdfFor All Users8.73 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/200/9322