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    Analytical Model for Vertically Loaded Anchor Performance

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author:
    Charles
    ,
    Aubeny
    ,
    Chao-Ming
    ,
    Chi
    DOI: 10.1061/(ASCE)GT.1943-5606.0000979
    Publisher: American Society of Civil Engineers
    Abstract: Vertically loaded anchors (VLAs) are installed in a manner similar to drag-embedded anchors, except that after initial drag installation the anchor shank is released to enhance pullout capacity. Because of their lightness and relatively low installation cost, VLAs offer an attractive alternative for mooring systems. However, existing design procedures are largely empirically based, and uncertainties with regard to anchor trajectory and load capacity have limited their application to temporary mooring systems. This paper presents a design model for predicting VLA performance during drag installation, shank release, and subsequent loading beyond the installation load. Model-based parametric studies on the effects of VLA fluke–shank angle and anchor line angle at the mudline are also presented. Some aspects of the model have been benchmarked against limited available field data, but a broader validation is still needed.
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      Analytical Model for Vertically Loaded Anchor Performance

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    https://yetl.yabesh.ir/yetl1/handle/yetl/62801
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorCharles
    contributor authorAubeny
    contributor authorChao-Ming
    contributor authorChi
    date accessioned2017-05-08T21:48:12Z
    date available2017-05-08T21:48:12Z
    date copyrightJanuary 2014
    date issued2014
    identifier other%28asce%29gt%2E1943-5606%2E0000997.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62801
    description abstractVertically loaded anchors (VLAs) are installed in a manner similar to drag-embedded anchors, except that after initial drag installation the anchor shank is released to enhance pullout capacity. Because of their lightness and relatively low installation cost, VLAs offer an attractive alternative for mooring systems. However, existing design procedures are largely empirically based, and uncertainties with regard to anchor trajectory and load capacity have limited their application to temporary mooring systems. This paper presents a design model for predicting VLA performance during drag installation, shank release, and subsequent loading beyond the installation load. Model-based parametric studies on the effects of VLA fluke–shank angle and anchor line angle at the mudline are also presented. Some aspects of the model have been benchmarked against limited available field data, but a broader validation is still needed.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Model for Vertically Loaded Anchor Performance
    typeJournal Paper
    journal volume140
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000979
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
    contenttypeFulltext
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