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    Steel Pipe Wrinkling due to Longitudinal Permanent Ground Deformation

    Source: Journal of Transportation Engineering, Part A: Systems:;1995:;Volume ( 121 ):;issue: 005
    Author:
    Michael J. O'Rourke
    ,
    Xuejie Liu
    ,
    Raul Flores-Berrones
    DOI: 10.1061/(ASCE)0733-947X(1995)121:5(443)
    Publisher: American Society of Civil Engineers
    Abstract: The behavior and design of a straight buried steel pipe subject to permanent ground deformation (PGD) where the movement is parallel to the pipe axis is considered. The PGD zone is characterized by the amount of movement, δ, and the length or spatial extent,
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      Steel Pipe Wrinkling due to Longitudinal Permanent Ground Deformation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/36889
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorMichael J. O'Rourke
    contributor authorXuejie Liu
    contributor authorRaul Flores-Berrones
    date accessioned2017-05-08T21:03:17Z
    date available2017-05-08T21:03:17Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-947x%281995%29121%3A5%28443%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36889
    description abstractThe behavior and design of a straight buried steel pipe subject to permanent ground deformation (PGD) where the movement is parallel to the pipe axis is considered. The PGD zone is characterized by the amount of movement, δ, and the length or spatial extent,
    publisherAmerican Society of Civil Engineers
    titleSteel Pipe Wrinkling due to Longitudinal Permanent Ground Deformation
    typeJournal Paper
    journal volume121
    journal issue5
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1995)121:5(443)
    treeJournal of Transportation Engineering, Part A: Systems:;1995:;Volume ( 121 ):;issue: 005
    contenttypeFulltext
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