• Login
    View Item 
    •   DSpace Home
    • ASCE
    • Journal of Highway and Transportation Research and Development (English Edition)
    • View Item
    •   DSpace Home
    • ASCE
    • Journal of Highway and Transportation Research and Development (English Edition)
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Study on Optimum Design of Mixture for Asphalt Pavement with Flexible Base

    Thumbnail
    View/Open
    jhtrcq%2E0000133.pdf (172.1Kb)
    Date
    2006
    Author
    Shutao Meng
    Xiaoming Huang
    Metadata
    Show full item record
    Abstract
    Fatigue 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.
    URI
    http://yetl.yabesh.ir/yetl/handle/yetl/70684
    Collections
    • Journal of Highway and Transportation Research and Development (English Edition)

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV
     

     

    Browse

    All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    DSpace software copyright © 2002-2015  DuraSpace
    Contact Us | Send Feedback
    Theme by 
    @mire NV