Modelling of foundation response to scour and scour protection for offshore wind turbine structures
Local and global scour around offshore monopile wind turbine structures can cause a reduction in foundation strength and stiffness, and a consequential reduction in the structure’s natural frequency. To devise optimal scour remediation schemes, it is necessary to develop an understanding of the inte...
| Main Authors: | , , , , , |
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| Format: | Conference item |
| Published: |
Taylor and Francis
2018
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