Dynamic response of seabed around marine pile foundation structures under extreme wave action
This research aims to uncover the dynamic response of the seabed around single-pile foundations and its coupling relationship with sediment transport, primarily focusing on the safety of the upper part of structures. Novel computational methods suitable for seabed response under extremely complex dynamic loading scenarios are proposed. The research holds significant academic value in expanding the theoretical understanding of sediment transport around marine structures and the mechanisms of wave-structure-seabed interactions. Furthermore, it has practical significance in ensuring the safety and reliability of offshore structures under the influence of extreme wave conditions.
Publications
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