Articles | Volume 7, issue 4
https://doi.org/10.5194/wes-7-1399-2022
https://doi.org/10.5194/wes-7-1399-2022
Research article
 | 
11 Jul 2022
Research article |  | 11 Jul 2022

A model test study on the parameters affecting the cyclic lateral response of monopile foundations for offshore wind turbines embedded in non-cohesive soils

Dennis Frick and Martin Achmus

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Cited articles

API: Recommended practice 2A-WSD – Planning, Designing, and Constructing Fixed Offshore Platforms – Working Stress Design, American Petroleum Institute, Version November 2014. 
API RP 2GEO: Recommended practice 2GEO – Geotechnical Foundation Design Considerations, American Petroleum Institute, Version July 2014. 
Bhattacharya, S., Lombardi, D., Amani, S., Aleem, M., Prakhya, G., Adhikari, S. Abdullahi, A., Alexander, N., Wang, Y., Cui, L., Jalbi, S., Pakrashi, V., Li, W., Mendoza, J., and Vimalan, N.: Physical modelling of offshore wind turbine Foundations for TLR (Technology Readiness Level) studies, J. Mar. Sci. Eng., 9, 589, https://doi.org/10.3390/jmse9060589, 2021. 
Byrne, B. W., Burd, H., McAdam, R. A., and Houlsby, G. T.: PISA: New design methods for offshore wind turbine monopiles, Proceedings of the 8th International Conference for Offshore Site Investigation and Geotechnics (OSIG), 12–14 September 2017, Royal Geographical Society, United Kingdom, London, 142–161, 2017. 
Byrne, B. W., Burd, H. J., Zdravkovic, L., Abadie, C. N., Houlsby, G. T., Jardine, R. J., Martin, C. M., McAdam, R. A., Pacheco Andrade, M. Pedro, A. M. G., Potts, D. M., and Taborda, D. M. G.: PISA design methods for offshore wind turbine monopiles, Proceedings of the Offshore Technology Conference, 6–9 May 2019, Houston, Texas, Paper No. OTC-29371-MS, https://doi.org/10.4043/29373-MS, 2019. 
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Short summary
A brief summary of current regulations and recommendations for the serviceability limit state dimensioning of offshore monopile foundations in sand for wind turbines is given. Results from a large number of small-scale model experiments are presented, discussed and compared to the findings of other research groups to contribute to a better understanding of the complex processes associated with the cyclic load-bearing behaviour of piles and to the development of improved calculation approaches.
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