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    Structural Response of Concrete Pavements under Moving Truck Loads

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 012
    Author:
    Mostafa Yousefi Darestani
    ,
    David P. Thambiratnam
    ,
    Andreas Nataatmadja
    ,
    Daksh Baweja
    DOI: 10.1061/(ASCE)0733-947X(2007)133:12(670)
    Publisher: American Society of Civil Engineers
    Abstract: While there has been a great deal of research conducted on concrete pavement performance and deterioration under static loads, only very limited research has been carried out on its dynamic response. Furthermore, opinions differ as to which type of loading (static or dynamic) results in greater values of slab deflection or flexural stress. In the present study, a test section consisting of two jointed reinforced concrete pavement and two jointed plain (unreinforced) concrete pavement was constructed and tested under both quasistatic and dynamic truck loads. Truck load was allowed to wander at predetermined locations on the instrumented pavement at speeds from
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      Structural Response of Concrete Pavements under Moving Truck Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37948
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorMostafa Yousefi Darestani
    contributor authorDavid P. Thambiratnam
    contributor authorAndreas Nataatmadja
    contributor authorDaksh Baweja
    date accessioned2017-05-08T21:04:56Z
    date available2017-05-08T21:04:56Z
    date copyrightDecember 2007
    date issued2007
    identifier other%28asce%290733-947x%282007%29133%3A12%28670%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37948
    description abstractWhile there has been a great deal of research conducted on concrete pavement performance and deterioration under static loads, only very limited research has been carried out on its dynamic response. Furthermore, opinions differ as to which type of loading (static or dynamic) results in greater values of slab deflection or flexural stress. In the present study, a test section consisting of two jointed reinforced concrete pavement and two jointed plain (unreinforced) concrete pavement was constructed and tested under both quasistatic and dynamic truck loads. Truck load was allowed to wander at predetermined locations on the instrumented pavement at speeds from
    publisherAmerican Society of Civil Engineers
    titleStructural Response of Concrete Pavements under Moving Truck Loads
    typeJournal Paper
    journal volume133
    journal issue12
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2007)133:12(670)
    treeJournal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 012
    contenttypeFulltext
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