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    Layered Decomposing Method for Dynamic Stability Controlling Criterion of Asphalt-Surface Course

    Source: Journal of Highway and Transportation Research and Development (English Edition ):;2016:;Volume ( 010 ):;issue: 004
    Author:
    Ze-ren Xu
    ,
    Hong-xin Guan
    DOI: 10.1061/JHTRCQ.0000527
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes an equation to decompose the dynamic stability (DS) and its controlling criterion of an asphalt surface course into DS of the asphalt mixture layer. Wheel tracking tests are conducted on an asphalt mixture and the corresponding surface course. Results are regressed to determine equation coefficients. Various combination schemes of the controlling criterion for DS and thickness are obtained from each layer. Analytical result shows that (1) the decomposition equation can be used to effectively unify the rutting resistance performance between the surfaces and layers of the pavement; (2) the optimum structure combination scheme can be selected from various combination schemes of DS controlling criterion; (3) the obtained DS controlling criterion of each layer considers the layer location of the asphalt mixture and layer thickness. This feature compensates the limitations of current specifications.
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      Layered Decomposing Method for Dynamic Stability Controlling Criterion of Asphalt-Surface Course

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    contributor authorZe-ren Xu
    contributor authorHong-xin Guan
    date accessioned2017-12-16T09:02:06Z
    date available2017-12-16T09:02:06Z
    date issued2016
    identifier otherJHTRCQ.0000527.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237685
    description abstractThis paper proposes an equation to decompose the dynamic stability (DS) and its controlling criterion of an asphalt surface course into DS of the asphalt mixture layer. Wheel tracking tests are conducted on an asphalt mixture and the corresponding surface course. Results are regressed to determine equation coefficients. Various combination schemes of the controlling criterion for DS and thickness are obtained from each layer. Analytical result shows that (1) the decomposition equation can be used to effectively unify the rutting resistance performance between the surfaces and layers of the pavement; (2) the optimum structure combination scheme can be selected from various combination schemes of DS controlling criterion; (3) the obtained DS controlling criterion of each layer considers the layer location of the asphalt mixture and layer thickness. This feature compensates the limitations of current specifications.
    publisherAmerican Society of Civil Engineers
    titleLayered Decomposing Method for Dynamic Stability Controlling Criterion of Asphalt-Surface Course
    typeJournal Paper
    journal volume10
    journal issue4
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000527
    treeJournal of Highway and Transportation Research and Development (English Edition ):;2016:;Volume ( 010 ):;issue: 004
    contenttypeFulltext
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    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian