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dc.contributor.authorOuyang Wei
dc.contributor.authorFan Xinghua
dc.contributor.authorWang Lianguang
dc.date.accessioned2017-05-08T22:05:08Z
dc.date.available2017-05-08T22:05:08Z
dc.date.copyrightJuly 2010
dc.date.issued2010
dc.identifier.otherjhtrcq%2E0000296.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70862
dc.description.abstractA new way of anti-rutting was put forward by improving modulus of asphalt concrete and the effect of high modulus asphalt concrete (HMAT) on rutting was studied in view of mechanics. Starting from the mechanism of rutting, the mechanical property of HMAT and the effect of modulus of middle layer on rutting were analyzed. The dynamic stability and modulus of HMAC were analyzed by test, and the mechanical property of pavement structure and the mechanical response of high modulus pavement structure were analyzed by numerical calculation. The result show that (1) increase of the dynamic stability and modulus of HMAC help to against rutting; (2) the maximum shear stress occurs in middle layer of pavement structure according to mechanical calculation, HMAC can raise elastic modulus of middle layer. HMAC can also improve stress state of pavement structure, reduce shear strain and asphalt pavement rutting.
dc.publisherAmerican Society of Civil Engineers
dc.titleResearch on Anti-rutting Performance of High Modulus Asphalt Concrete Pavement
dc.typeJournal Paper
dc.journal.volume4
dc.journal.issue2
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000296
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2010:;Volume ( 004 ):;issue: 002
dc.contenttypeFulltext


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