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Feb 29, 2024

Closure to “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 150, Issue 5

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References

Abadie, C. N. 2015. “Cyclic lateral loading of monopile foundations in cohesionless soils.” Ph.D. thesis, Dept. of Engineering Science, Univ. of Oxford.
Balaam, T. D. 2020. “Development and calibration of cyclic loading models for monopile foundations in clays.” Ph.D. thesis, Dept. of Engineering Science, Univ. of Oxford.
Byrne, B. W., et al. 2020. “PISA design model for monopiles for offshore wind turbines: Application to a stiff glacial clay till.” Géotechnique 70 (11): 1030–1047. https://doi.org/10.1680/jgeot.18.P.255.
Houlsby, G. T., and A. M. Puzrin. 2006. Principles of hyperplasticity. London: Springer.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 150Issue 5May 2024

History

Received: Dec 14, 2023
Accepted: Dec 27, 2023
Published online: Feb 29, 2024
Published in print: May 1, 2024
Discussion open until: Jul 29, 2024

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Research Fellow, Geotechnical Centrifuge Laboratory, Dept. of Geotechnics, Environment, Natural Risks and Earth Sciences, Univ. Gustave Eiffel, France; formerly, Professor in Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Cambridge, UK (corresponding author). ORCID: https://orcid.org/0000-0002-5586-6560. Email: [email protected]
Professor Emeritus, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK. ORCID: https://orcid.org/0000-0001-5807-8781
Professor, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK. ORCID: https://orcid.org/0000-0002-9704-0767.

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