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Response of offshore wind turbine monopile-liquefiable seabed-seawater coupled system to vertical and horizontal seismic excitations

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The response of offshore wind turbines (OWTs) to seismic excitations in liquefiable seabeds is critical for understanding their structural integrity during earthquakes. This study introduces a 3D integrated model of a monitored 6.45-MW OWT, addressing the complex interactions between monopiles, seabeds, and seawater. Key findings indicate that deeper monopile embedment can mitigate lateral displacements, while seawater presence significantly influences response dynamics. For further insights, see our article on "Empowering small-scale fisheries and aquaculture," highlighting the importance of intelligent systems in marine environments.
Response of offshore wind turbine monopile-liquefiable seabed-seawater coupled system to vertical and horizontal seismic excitations

The recent study on the response of offshore wind turbine (OWT) monopiles in liquefiable seabeds during seismic events highlights critical insights into the complex interactions between structural integrity, seabed conditions, and hydrodynamics. As renewable energy sources gain prominence, understanding the resilience of offshore wind infrastructure becomes paramount. This is particularly relevant considering the increasing frequency of extreme weather events and seismic activities linked to climate change. The findings underscore the importance of a comprehensive approach that integrates vertical and horizontal seismic inputs with fluid-soil-structure interactions, a topic that aligns closely with the ongoing discussions in ocean research, such as how the ocean holds a hidden record of our planet’s changing climate in articles like Beneath the waves, the ocean holds a hidden record of our planet’s changing climate. Most of the Earth's excess heat is ....

The study's use of a 3D integrated monopile-seabed-seawater model provides a valuable framework for understanding the dynamics at play during seismic events. The findings reveal that increasing the embedment depth of monopiles in non-liquefied soils can effectively mitigate the residual lateral displacements caused by liquefaction. This insight is vital for engineers and policymakers, as it allows for more informed decisions regarding the design and placement of offshore wind turbines. Furthermore, the research indicates that vertical seismic motion significantly influences the hydrodynamic pressures acting on monopiles, amplifying changes in excess pore water pressure (EPWP) in liquefiable seabeds. This aspect of the study is particularly relevant in light of other research, such as Hurricane impacts on oyster reef habitat in a large, wind-driven estuary, which discusses the implications of dynamic coastal environments on marine ecosystems.

As the momentum shifts towards increased offshore wind energy production, the urgency of developing resilient infrastructure cannot be overstated. The integration of advanced constitutive models for liquefaction and material damping provides engineers with a framework to better predict and mitigate risks associated with seismic activity. This is particularly crucial as we face an era where extreme weather events are expected to become more common. The ability to accurately assess the performance of wind turbine foundations under varying seismic conditions is essential for ensuring the sustainability and reliability of offshore wind farms.

Looking ahead, the implications of this research extend beyond engineering and infrastructure. It raises important questions about our broader commitment to climate resilience and sustainable energy solutions. As we continue to explore the intersection of ocean health and renewable energy, this study serves as a reminder that comprehensive analyses of environmental impacts are essential. Stakeholders must prioritize integrating scientific findings into policy and practice, ensuring that we not only advance renewable energy technologies but do so with a keen understanding of their environmental contexts.

In conclusion, as we delve deeper into the complexities of offshore wind turbine dynamics and their interaction with the seabed and seawater, the ocean's role in climate resilience will be critical. The findings compel us to ask: how can we further enhance our understanding of these interactions to promote sustainable ocean stewardship? The answers may hold the key to a more resilient future, both for our energy systems and for the ecosystems that support them.

A comprehensive understanding of the underlying mechanisms governing offshore wind turbine (OWT) response in liquefiable seabeds during seismic events remains incomplete, particularly with respect to vertical ground motion components and tripartite seawater-structure-soil interaction dynamics. A 3D integrated monopile-seabed-seawater model for a monitored 6.45-MW OWT is developed, featuring acoustic elements for seawater hydrodynamics, advanced constitutive models for liquefaction and material damping, and coupled vertical-horizontal seismic input. The dynamic characteristic of the OWT is rigorously validated through ​continuous vibration acceleration monitoring. Key findings reveal that: (1) Increasing monopile embedment depth in non-liquefied soil layers effectively mitigates liquefaction-induced residual lateral displacements; (2) Monopile vertical displacement amplitude depends critically on both seismic input frequency and the phase difference between horizontal/vertical peak ground accelerations; (3) Seawater presence restrains monopile displacements, while neglecting seabed-seawater coupling leads to underestimated excess pore water pressure (EPWP) buildup in shallow seabed layers during seismic events; (4) Vertical seismic motion dominates seawater’s influence on OWT seismic response by coupling with hydrodynamic pressure to amplify the EPWP changes in liquefiable seabeds. The results demonstrate that comprehensive consideration of coupled vertical seismic excitation and fluid-soil-structure interaction is essential for accurate liquefaction assessment of OWT foundations.

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