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    Drained Capacity of a Suction Caisson in Sand under Inclined Loading

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author:
    L. Zhao; C. Gaudin; C. D. O’Loughlin; J. P. Hambleton; M. J. Cassidy; M. Herduin
    DOI: 10.1061/(ASCE)GT.1943-5606.0001996
    Publisher: American Society of Civil Engineers
    Abstract: Suction caissons have recently been considered as potential anchoring solutions for floating renewable devices (wind turbines and wave energy converters) in shallow waters, where—unlike for floating oil and gas applications in deep water—sandy seabeds are to be expected. This paper presents a simple framework to calculate the maximum drained capacity of a caisson under inclined loading in sand and the associated position of the padeye, as a function of the load inclination. The framework assumes critical-state conditions and is based on the establishment of yield envelopes in the horizontal and vertical loading space at the location of the padeye. The yield envelopes were established through numerical modeling and validated by centrifuge tests; they are described by a closed-form solution that enables the prediction of caisson capacity.
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      Drained Capacity of a Suction Caisson in Sand under Inclined Loading

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    contributor authorL. Zhao; C. Gaudin; C. D. O’Loughlin; J. P. Hambleton; M. J. Cassidy; M. Herduin
    date accessioned2019-03-10T12:09:05Z
    date available2019-03-10T12:09:05Z
    date issued2019
    identifier other%28ASCE%29GT.1943-5606.0001996.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254986
    description abstractSuction caissons have recently been considered as potential anchoring solutions for floating renewable devices (wind turbines and wave energy converters) in shallow waters, where—unlike for floating oil and gas applications in deep water—sandy seabeds are to be expected. This paper presents a simple framework to calculate the maximum drained capacity of a caisson under inclined loading in sand and the associated position of the padeye, as a function of the load inclination. The framework assumes critical-state conditions and is based on the establishment of yield envelopes in the horizontal and vertical loading space at the location of the padeye. The yield envelopes were established through numerical modeling and validated by centrifuge tests; they are described by a closed-form solution that enables the prediction of caisson capacity.
    publisherAmerican Society of Civil Engineers
    titleDrained Capacity of a Suction Caisson in Sand under Inclined Loading
    typeJournal Paper
    journal volume145
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001996
    page04018107
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 002
    contenttypeFulltext
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