Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications

Author:

Abadie Christelle N.1ORCID,Beuckelaers William J. A. P.2,Byrne Byron W.3ORCID,Houlsby Guy T.4ORCID,Burd Harvey J.5ORCID,McAdam Ross6ORCID

Affiliation:

1. Assistant Professor in Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Cambridge, UK; formerly, Dept. of Engineering Science, Univ. of Oxford, Oxford, UK; Civil Engineering Building, National Research Facility for Infrastructure Sensing, 7a JJ Thomson Ave., Cambridge CB3 0FA, UK (corresponding author). ORCID: .

2. Director, OffshoreWind.io bv, Diepestraat 201 C, 3080 Tervuren, Belgium; formerly, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK.

3. Professor, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK. ORCID:

4. Professor Emeritus, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK. ORCID:

5. Associate Professor, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK. ORCID:

6. Senior Geotechnical Engineer, Ørsted Power (UK) Ltd., London SW1P 1WG, UK; formerly, Associate Professor, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference40 articles.

1. Abadie C. N. 2015. “Cyclic lateral loading of monopile foundations in cohesionless soils.” D.Phil thesis Dept. of Engineering Sciences Univ. of Oxford.

2. Abadie C. N. B. W. Byrne and G. T. Houlsby. 2017. “Modelling of monopile response to cyclic lateral loading in sand.” In Proc. Offshore Site Investigation Geotechnics 8th Int. Conf. 1046–1053. London: Society for Underwater Technology.

3. Rigid pile response to cyclic lateral loading: laboratory tests

4. Abadie C. N. B. W. Byrne G. T. Houlsby H. J. Burd R. A. McAdam and W. J. A. P. Beuckelaers. 2020. “Modelling of offshore wind monopile lifetime performance.” In Proc. 4th Int. Symp. on Frontiers in Offshore Geotechnics (ISFOG). Hawthorne NJ: Deep Foundations Institute.

5. A method for calibration of the Hyperplastic Accelerated Ratcheting Model (HARM)

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1. P-Y Lateral Pile Analyses Accounting for Arbitrary Loading Directions and Calibration Uncertainty;DFI Journal The Journal of the Deep Foundations Institute;2023-11-01

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