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    Loads on Driven Monopile Foundations due to Pore Pressures 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2023:;Volume ( 149 ):;issue: 004:;page 04023011-1
    Author(s): Niels G. Jacobsen
    Publisher: ASCE
    Abstract: The preferred foundation type for offshore wind is still monopile foundations due to the relative ease of design, manufacturing, and installation. The wave loads (between seabed and wave crest) on present-day monopile ...
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