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Behaviour of monopile-gravity-shallow bucket hybrid foundation for offshore wind turbine under cyclic load in sandy soil | Synapse
March 3, 2026
Open Access
Behaviour of monopile-gravity-shallow bucket hybrid foundation for offshore wind turbine under cyclic load in sandy soil
XL
Xinyao Li
Taiyuan University of Technology
YT
Yi Tan
Taiyuan University of Technology
YS
Yifei Sun
Hohai University
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Key Points
Hybrid foundations exhibit enhanced stability against cyclic load, crucial for offshore wind applications.
Cyclic loading tests revealed a significant reduction in displacement, improving long-term performance.
Influential factors include soil type and loading pattern, both critical for foundation design in marine environments.
Implications highlight the need for further exploration on hybrid designs in varying soil conditions, ensuring robust installations.
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Li et al. (Sun,) studied this question.
synapsesocial.com/papers/69a760b2c6e9836116a2db2f
https://doi.org/https://doi.org/10.1016/j.apor.2026.104955
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