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    Role of Principal‐Plane Rotation in Flexible Pavement Deformation

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 001
    Author:
    William W. Crockford
    DOI: 10.1061/(ASCE)0733-947X(1993)119:1(124)
    Publisher: American Society of Civil Engineers
    Abstract: Permanent deformation in the layers of a full‐scale flexible pavement test section that was subjected to heavy fighter‐aircraft loading (F‐15) is presented as background information for designing a laboratory study of asphalt concrete subjected to realistic (but very slow moving) highway vehicle load simulation. A hollow cylinder specimen was used in the laboratory study. The correction factor for “dynamic effects” used in the
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      Role of Principal‐Plane Rotation in Flexible Pavement Deformation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/36674
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    contributor authorWilliam W. Crockford
    date accessioned2017-05-08T21:02:55Z
    date available2017-05-08T21:02:55Z
    date copyrightJanuary 1993
    date issued1993
    identifier other%28asce%290733-947x%281993%29119%3A1%28124%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36674
    description abstractPermanent deformation in the layers of a full‐scale flexible pavement test section that was subjected to heavy fighter‐aircraft loading (F‐15) is presented as background information for designing a laboratory study of asphalt concrete subjected to realistic (but very slow moving) highway vehicle load simulation. A hollow cylinder specimen was used in the laboratory study. The correction factor for “dynamic effects” used in the
    publisherAmerican Society of Civil Engineers
    titleRole of Principal‐Plane Rotation in Flexible Pavement Deformation
    typeJournal Paper
    journal volume119
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1993)119:1(124)
    treeJournal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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