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Rheological, Failure, and Stress Relaxation Properties to Control Cracking in Asphalt Pavements

dc.contributor.authorYuan, Hai
dc.contributor.authorMa, Jianmin
dc.contributor.authorDing, Haibo
dc.contributor.authorLi, Yiming
dc.contributor.authorNie, Yihua
dc.contributor.authorQiu, Yanjun
dc.contributor.authorHesp, Simon A. M.
dc.date.accessioned2026-08-20T11:33:22Z
dc.date.available2026-08-20T11:33:22Z
dc.date.copyright2025/07/02
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-20693.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312369
dc.description.abstractAbstractStructural failure due to thermal cracking is a major form of damage to asphalt pavements in cold regions. Controlling this distress through the laboratory testing of asphalt binders continues to be a major challenge, as it is difficult to predict ...
dc.publisherAmerican Society of Civil Engineers
dc.titleRheological, Failure, and Stress Relaxation Properties to Control Cracking in Asphalt Pavements
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue9
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-20693
dc.journal.fristpage04025318-1
dc.journal.lastpage04025318-8
dc.page8
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
dc.contenttypeFulltext


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