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contributor authorXin Qu
contributor authorDawei Wang
contributor authorYue Hou
contributor authorQuan Liu
contributor authorMarkus Oeser
contributor authorLinbing Wang
date accessioned2019-09-18T10:38:53Z
date available2019-09-18T10:38:53Z
date issued2019
identifier other%28ASCE%29MT.1943-5533.0002676.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259782
description abstractThe service life of asphalt pavement is influenced by many factors, of which the properties of asphalt binder are the most important. The self-healing properties of asphalt binder counteract the progression of fatigue and have been studied using experiments and molecular dynamics (MD) simulations by numerous researchers to ultimately extend the service life of asphalt pavements. In this paper, asphalt binder is separated into six fractions (saturates, monoaromatics, diaromatics, polyaromatics, resins, and asphaltenes). Then a six-fraction model of asphalt binder is created and employed to investigate the self-healing behavior of asphalt binder. The effect of crack width, temperature, and state of molecular aggregation, as well as aggregate on the self-healing process of asphalt binder is studied on a microscale by means of MD simulations. The results show that these factors have influences on the self-healing behavior of asphalt binder; in addition, graphene is found to exhibit some positive impacts on the self-healing process of asphalt binder.
publisherAmerican Society of Civil Engineers
titleInvestigation on Self-Healing Behavior of Asphalt Binder Using a Six-Fraction Molecular Model
typeJournal Paper
journal volume31
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002676
page04019046
treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 005
contenttypeFulltext


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