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dc.contributor.authorLiang Chunyu
dc.contributor.authorLi Yanling
dc.contributor.authorChen Zhiguo
dc.date.accessioned2017-05-08T22:05:04Z
dc.date.available2017-05-08T22:05:04Z
dc.date.copyrightJune 2009
dc.date.issued2009
dc.identifier.otherjhtrcq%2E0000263.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70825
dc.description.abstractThe index of asphalt mixture verified by the dynamic measurement can really reflect the response of asphalt mixture to the vehicle loading, and have the advantage to correctly show the visco-elastic nature of asphalt mixture. Employing multi-functional asphalt materials test machine imported from England, the dynamic indirect tension stiffness modulus of hard asphalt mixture No. 30 was measured, the test data were studied by two variance analysis and nonlinear regression, and the influence of gradation, asphalt aggregate ratio, asphalt type and test temperature on the dynamic indirect tensile test were analyzed. The results show that (1) hard asphalt mixture No. 30 has very high dynamic indirect tension stiffness modulus, using it in the lower layer of asphalt pavement can reduce the tensile strain; (2) gradation, asphalt aggregate ratio, temperature and penetration of asphalt all has notable influence on the dynamic indirect tension stiffness modulus of asphalt mixture.
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on Dynamic Indirect Tension Test of Hard Asphalt Mixture
dc.typeJournal Paper
dc.journal.volume4
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000263
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
dc.contenttypeFulltext


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