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contributor authorLiang Chunyu
contributor authorLi Yanling
contributor authorChen Zhiguo
date accessioned2017-05-08T22:05:04Z
date available2017-05-08T22:05:04Z
date copyrightJune 2009
date issued2009
identifier otherjhtrcq%2E0000263.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70825
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.
publisherAmerican Society of Civil Engineers
titleStudy on Dynamic Indirect Tension Test of Hard Asphalt Mixture
typeJournal Paper
journal volume4
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000263
treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
contenttypeFulltext


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