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    Strength and Morphology of Clayey Seabeds Subjected to Surface-Breaking Pipe Oscillations

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025109-1
    Author:
    Sahdi, Fauzan
    ,
    Hou, Zhechen
    ,
    Bransby, Fraser
    ,
    Watson, Phillip
    ,
    Gaudin, Christophe
    DOI: 10.1061/JGGEFK.GTENG-13469
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe dynamic interaction between subsea cylindrical structures, such as pipelines, risers, and power cables, and the seabed, often composed of fine-grained sediments, can significantly alter seabed soil strength and morphology. These changes impact ...
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      Strength and Morphology of Clayey Seabeds Subjected to Surface-Breaking Pipe Oscillations

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311433
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    contributor authorSahdi, Fauzan
    contributor authorHou, Zhechen
    contributor authorBransby, Fraser
    contributor authorWatson, Phillip
    contributor authorGaudin, Christophe
    date accessioned2026-08-20T10:54:48Z
    date available2026-08-20T10:54:48Z
    date copyright2025/07/26
    date issued2025
    identifier otherJGGEFK.GTENG-13469.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311433
    description abstractAbstractThe dynamic interaction between subsea cylindrical structures, such as pipelines, risers, and power cables, and the seabed, often composed of fine-grained sediments, can significantly alter seabed soil strength and morphology. These changes impact ...
    publisherAmerican Society of Civil Engineers
    titleStrength and Morphology of Clayey Seabeds Subjected to Surface-Breaking Pipe Oscillations
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13469
    journal fristpage04025109-1
    journal lastpage04025109-15
    page15
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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