Modified p-y curves for monopile foundation with different length-to-diameter ratio
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 and significantly underestimates the lateral soil confineme...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Zagreb Faculty of Mechanical Engineering and Naval Architecture
2023
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| Subjects: | |
| Online Access: | View Fulltext in Publisher |