Articles | Volume 8, issue 3
https://doi.org/10.5194/wes-8-327-2023
© Author(s) 2023. This work is distributed under the Creative Commons Attribution 4.0 License.
Research article
| 
08 Mar 2023
Research article |
| 08 Mar 2023
| 08 Mar 2023
Cyclic overlay model of p–y curves for laterally loaded monopiles in cohesionless soil
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Cited articles
Abaqus: Standard User's Manual, Version 6.14. Dassault Systèmes
Simulia Corp, http://130.149.89.49:2080/v6.14/ (last access: 20 September 2021), 2016.
Achmus, M., Kuo, Y.-S., and Abdel-Rahman, K.: Behavior of monopile foundations
under cyclic lateral load, Comput. Geotech., 36, 725–735, 2009.
Albiker, J.: Untersuchungen zum Tragverhalten zyklisch lateral belasteter
Pfähle in nichtbindigen Böden, PhD Thesis, Leibniz Universität
Hannover, Institute for Geotechnical Engineering, Vol. 77, 2016.
Albiker, J. and Achmus, M.: Development and validation of a numerically derived
scheme to assess the cyclic performance of monopile foundations for offshore
wind energy converters, 9th European Conference on Numerical Methods in
Geotechnical Engineering (NUMGE), Porto/Portugal, 25–27 June 2018, ISBN 978-113854446-8, 2018.
API: Recommended Practice 2GEO-Geotechnical and Foundation Design
Considerations, American Petroleum Institute, Version October 2014, 2014.
