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    Shear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004
    Author:
    Ali Abolmaali
    ,
    Anil Garg
    DOI: 10.1061/(ASCE)1084-0702(2008)13:4(331)
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluates the shear behavior and capacity of the precast concrete box culverts subjected to HS 20 truck wheel load. The most critical culvert behavior was considered by studying culverts subjected to zero depth of the fill and placed on a rigid bedding material. Full-scale experimental tests, with wheel load placed at the distance
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      Shear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51128
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    contributor authorAli Abolmaali
    contributor authorAnil Garg
    date accessioned2017-05-08T21:25:45Z
    date available2017-05-08T21:25:45Z
    date copyrightJuly 2008
    date issued2008
    identifier other%28asce%291084-0702%282008%2913%3A4%28331%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51128
    description abstractThis study evaluates the shear behavior and capacity of the precast concrete box culverts subjected to HS 20 truck wheel load. The most critical culvert behavior was considered by studying culverts subjected to zero depth of the fill and placed on a rigid bedding material. Full-scale experimental tests, with wheel load placed at the distance
    publisherAmerican Society of Civil Engineers
    titleShear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts
    typeJournal Paper
    journal volume13
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2008)13:4(331)
    treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 004
    contenttypeFulltext
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