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    Installation of Torpedo Anchors: Numerical Modeling

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author:
    Mohammad S. Raie
    ,
    John L. Tassoulas
    DOI: 10.1061/(ASCE)GT.1943-5606.0000159
    Publisher: American Society of Civil Engineers
    Abstract: Torpedo anchors are used as foundations for mooring deep-water offshore facilities, including risers and floating structures. They are cone-tipped cylindrical steel pipes ballasted with concrete and scrap metal and penetrate the seabed by the kinetic energy they acquire during free fall through the water. A mooring line is usually connected at the top of the anchor. The design of such anchors involves estimation of the embedment depth as well as short-term and long-term pullout capacities. This paper describes the development of a computational procedure that leads to prediction of torpedo-anchor embedment depth. The procedure relies on a computational fluid dynamics (CFD) model for evaluation of the resisting forces on the anchor. In the model, the soil is represented as a viscous fluid and the procedure is applied to axially symmetric penetration of the seabed. The CFD approach provides estimates of not only the embedment depth but the pressure and shear distributions on the soil-anchor interface and in the soil.
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      Installation of Torpedo Anchors: Numerical Modeling

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/61927
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMohammad S. Raie
    contributor authorJohn L. Tassoulas
    date accessioned2017-05-08T21:46:30Z
    date available2017-05-08T21:46:30Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000175.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61927
    description abstractTorpedo anchors are used as foundations for mooring deep-water offshore facilities, including risers and floating structures. They are cone-tipped cylindrical steel pipes ballasted with concrete and scrap metal and penetrate the seabed by the kinetic energy they acquire during free fall through the water. A mooring line is usually connected at the top of the anchor. The design of such anchors involves estimation of the embedment depth as well as short-term and long-term pullout capacities. This paper describes the development of a computational procedure that leads to prediction of torpedo-anchor embedment depth. The procedure relies on a computational fluid dynamics (CFD) model for evaluation of the resisting forces on the anchor. In the model, the soil is represented as a viscous fluid and the procedure is applied to axially symmetric penetration of the seabed. The CFD approach provides estimates of not only the embedment depth but the pressure and shear distributions on the soil-anchor interface and in the soil.
    publisherAmerican Society of Civil Engineers
    titleInstallation of Torpedo Anchors: Numerical Modeling
    typeJournal Paper
    journal volume135
    journal issue12
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000159
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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