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    Fluid-Soil-Structure Interaction in Liquefaction around a Cyclically Moving Cylinder 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): P. Foray; D. Bonjean; H. Michallet; M. Mory
    Publisher: American Society of Civil Engineers
    Abstract: Coastal or offshore structures such as pipelines installed on the seabed are submitted to cyclic horizontal loads either by the direct hydrodynamic action of waves or through the cyclic movement of risers or flow lines ...
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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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    A Field Study of Momentary Liquefaction Caused by Waves around a Coastal Structure 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): M. Mory; H. Michallet; D. Bonjean; I. Piedra-Cueva; J. M. Barnoud; P. Foray; S. Abadie; P. Breul
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of field experiments carried out around a bunker from the Second World War situated on the beach. The structure was surrounded by water at high tide and subject to intense wave forcing. By ...
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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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