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    Soft Cliff Recession under Oblique Waves: Physical Model Tests 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): J. S. Damgaard; P. Dong
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments have been performed to investigate the recession of soft cliffs due to oblique wave actions. The experiments were conducted in a wave tank with irregular waves. A test cliff was constructed of wet ...
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    Physical Modeling of Pull-in Loads for Subsea Jumper Installation 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2002:;volume( 124 ):;issue: 003:;page 113
    Author(s): J. S. Damgaard; J. White; M. Worsley
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Physical model tests have been performed with the aim of investigating the pull-in loads required to move a jumper assembly across the seabed. A total of 41 tests were completed with various ...
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    Guidelines for Pipeline On-Bottom Stability on Liquefied Noncohesive Seabeds 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): J. S. Damgaard; B. M. Sumer; T. C. Teh; A. C. Palmer; P. Foray; D. Osorio
    Publisher: American Society of Civil Engineers
    Abstract: Based on previously available results and the recent research within the Liquefaction around Marine Structures program this paper formulates practical guidelines for design of pipeline on-bottom stability on noncohesive ...
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    Stability of Submarine Pipelines on Liquefied Seabeds 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): T. C. Teh; A. C. Palmer; M. D. Bolton; J. S. Damgaard
    Publisher: American Society of Civil Engineers
    Abstract: The conventional approach to pipeline stability design is reviewed and compared with experiments. A failure mechanism of pipelines on liquefied seabeds is analyzed. An analytical model to predict the pipelines sinking depth ...
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    Numerical Modeling of Wave-Induced Liquefaction around Pipelines 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): S. L. Dunn; P. L. Vun; A. H. C. Chan; J. S. Damgaard
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a numerical modeling study of wave-induced liquefaction around offshore structures. The finite-element model was first validated against both analytical solutions and laboratory data and ...
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    DSpace software copyright © 2002-2015  DuraSpace
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