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    Shakedown of Pavements Under Moving Surface Loads

    Source: Journal of Transportation Engineering, Part A: Systems:;1984:;Volume ( 110 ):;issue: 001
    Author:
    Richard W. Sharp
    ,
    John R. Booker
    DOI: 10.1061/(ASCE)0733-947X(1984)110:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Procedures for the analysis of the shakedown of pavements are developed. The approach employed models the elastoplastic behavior of a horizontally‐layered continuum subjected to repeated moving loads, and permits the incremental process of pavement failure to be considered. Following an examination of the effect of materials and geometry upon the shakedown of a half‐space and a two‐layer continuum, the analysis is applied to the results of a comprehensive road test. It is found that pavement shakedown may be both observed and satisfactorily predicted, and further that the life under traffic of weaker pavements may be conveniently estimated. An outline of a possible design approach utilizing the theory concludes the paper.
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      Shakedown of Pavements Under Moving Surface Loads

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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorRichard W. Sharp
    contributor authorJohn R. Booker
    date accessioned2017-05-08T21:01:59Z
    date available2017-05-08T21:01:59Z
    date copyrightJanuary 1984
    date issued1984
    identifier other%28asce%290733-947x%281984%29110%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36130
    description abstractProcedures for the analysis of the shakedown of pavements are developed. The approach employed models the elastoplastic behavior of a horizontally‐layered continuum subjected to repeated moving loads, and permits the incremental process of pavement failure to be considered. Following an examination of the effect of materials and geometry upon the shakedown of a half‐space and a two‐layer continuum, the analysis is applied to the results of a comprehensive road test. It is found that pavement shakedown may be both observed and satisfactorily predicted, and further that the life under traffic of weaker pavements may be conveniently estimated. An outline of a possible design approach utilizing the theory concludes the paper.
    publisherAmerican Society of Civil Engineers
    titleShakedown of Pavements Under Moving Surface Loads
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1984)110:1(1)
    treeJournal of Transportation Engineering, Part A: Systems:;1984:;Volume ( 110 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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