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contributor authorShutao Meng
contributor authorXiaoming Huang
date accessioned2017-05-08T22:04:49Z
date available2017-05-08T22:04:49Z
date copyrightDecember 2006
date issued2006
identifier otherjhtrcq%2E0000133.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70684
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.
publisherAmerican Society of Civil Engineers
titleStudy on Optimum Design of Mixture for Asphalt Pavement with Flexible Base
typeJournal Paper
journal volume1
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000133
treeJournal of Highway and Transportation Research and Development (English Edition):;2006:;Volume ( 001 ):;issue: 001
contenttypeFulltext


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