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    Pavement Analysis for Moving Aircraft Load

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    Author:
    T. D. White
    ,
    S. M. Zaghloul
    ,
    G. L. Anderton
    ,
    D. M. Smith
    DOI: 10.1061/(ASCE)0733-947X(1997)123:6(436)
    Publisher: American Society of Civil Engineers
    Abstract: A finite-element analysis was conducted of flexible pavement test sections subjected to a moving aircraft tire. The test sections failed primarily as a result of shear in the base course. Excavation of the test sections at the end of the tests revealed that there was transverse shear flow of the base as a result of repetitive loading. Deflections at various depths were recorded with multidepth deflectometers. These deflections were used to calibrate the finite-element model. Subsequently, excellent agreement was obtained between measured and predicted time histories of deflections at the various depths. Also, excellent agreement was obtained between predicted and accumulated rutting. The analysis predicted that the shear stress in the base would equal the shear strength, which confirms the mode of failure observed in the test sections.
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      Pavement Analysis for Moving Aircraft Load

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/37046
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorT. D. White
    contributor authorS. M. Zaghloul
    contributor authorG. L. Anderton
    contributor authorD. M. Smith
    date accessioned2017-05-08T21:03:32Z
    date available2017-05-08T21:03:32Z
    date copyrightNovember 1997
    date issued1997
    identifier other%28asce%290733-947x%281997%29123%3A6%28436%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37046
    description abstractA finite-element analysis was conducted of flexible pavement test sections subjected to a moving aircraft tire. The test sections failed primarily as a result of shear in the base course. Excavation of the test sections at the end of the tests revealed that there was transverse shear flow of the base as a result of repetitive loading. Deflections at various depths were recorded with multidepth deflectometers. These deflections were used to calibrate the finite-element model. Subsequently, excellent agreement was obtained between measured and predicted time histories of deflections at the various depths. Also, excellent agreement was obtained between predicted and accumulated rutting. The analysis predicted that the shear stress in the base would equal the shear strength, which confirms the mode of failure observed in the test sections.
    publisherAmerican Society of Civil Engineers
    titlePavement Analysis for Moving Aircraft Load
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1997)123:6(436)
    treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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