Show simple item record

dc.contributor.authorShutao Meng
dc.contributor.authorXiaoming Huang
dc.date.accessioned2017-05-08T22:04:49Z
dc.date.available2017-05-08T22:04:49Z
dc.date.copyrightDecember 2006
dc.date.issued2006
dc.identifier.otherjhtrcq%2E0000133.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70684
dc.description.abstractFatigue performance of asphalt mixture is one of the most important of asphalt pavement with flexible base. On the basis of the application experience of west district of China, flexible asphalt pavement structure’s performance, asphalt mixture fatigue life and fatigue test methods are briefly reviewed in this paper. The authors analyzed not only the fatigue performance and high temperature property of asphalt mixture with the optimum design method, but also the correlative main influence factors and established the optimum design model. It is recognized that 5 to 7 percent mineral filler of asphalt mixture by mass have best ability of anti-fatigue performance and high temperature property; 3 to 4.5 percent air voids of asphalt mixture has good long-term performance.
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy on Optimum Design of Mixture for Asphalt Pavement with Flexible Base
dc.typeJournal Paper
dc.journal.volume1
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000133
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2006:;Volume ( 001 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record