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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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    Physics of Liquefaction Phenomena around Marine Structures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): M. B. de Groot; M. D. Bolton; P. Foray; P. Meijers; A. C. Palmer; R. Sandven; A. Sawicki; T. C. Teh
    Publisher: American Society of Civil Engineers
    Abstract: Understanding of the physical backgrounds is essential for good engineering practice with respect to liquefaction of sandy soils around and beneath marine structures. Several types of liquefaction can be distinguished. The ...
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