Monopiles remain the most versatile and popular way of supporting offshore wind turbines. Most of the existing information on the performance of monopiles is based on 1g testing. However, a better response of such a system can be obtained if the stresses acting along the monopile can be varied to represent in situ conditions. The work reported in this article attempted to achieve this using elevated stress gradients acting along the length of a soil bed (thus still using the 1g model testing hypothesis). The results obtained through preliminary research are presented herein as a proof-of-concept for the suggested test method. The observations suggest that progressive displacements ceased after a significantly low number of loading cycles as opposed to thousands of loading cycles reported when the tests were conducted under 1g conditions (i.e. natural stress gradient) as reported by previous researchers.
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1 December 2025
Research Article|
October 07 2025
Validation of an experimental system for testing monopiles Available to Purchase
Iain Arthur;
Iain Arthur
Queen’s University Belfast
, Belfast, UK
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Vinayagamoorthy Sivakumar;
Queen’s University Belfast
, Belfast, UK
Corresponding author Vinayagamoorthy Sivakumar (v.sivakumar@qub.ac.uk)
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Snehasis Tripathy;
Snehasis Tripathy
Cardiff University
, Cardiff, UK
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Satyajeet Nanda;
Satyajeet Nanda
Kalinga Institute of Industrial Technology
, Bhubaneswar, India
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Brian Solan
Brian Solan
University of Ulster
, Belfast, UK
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Corresponding author Vinayagamoorthy Sivakumar (v.sivakumar@qub.ac.uk)
Publisher: Emerald Publishing
Received:
December 12 2022
Accepted:
July 15 2025
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2025) 178 (7): 808–819.
Article history
Received:
December 12 2022
Accepted:
July 15 2025
Citation
Arthur I, Sivakumar V, Tripathy S, Nanda S, Solan B (2025), "Validation of an experimental system for testing monopiles". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 178 No. 7 pp. 808–819, doi: https://doi.org/10.1680/jgeen.22.00246
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