Modified p-y curves for monopile foundation with different length-to-diameter ratio
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DOI: 10.21278/brod74208
Abstract: The soil reaction of the monopile foundation subjected to lateral loading in offshore wind turbines is typically assessed relying on p-y curves advocated by API. However, this method is inadequate for gradually increasing monopile diameters… read more here.
Keywords: length diameter; modified curves; monopile foundation; soil ... See more keywords