Drag-embedded anchors (DEAs) are widely used for offshore floating facilities due to high-capacity efficiency and cost-effective installation. However, the installation of modern floating energy systems is constrained by design line tensions that often exceed 1000 t per line, while most anchor-handling vessels are limited to about 500 t. These limitations, combined with uncertainties in embedment behaviour and capacity mobilisation, have led to overly conservative design practices. This study provides prototype-scale field evidence on DEA installation performance in sandy and clayey seabeds, addressing the scarcity of full-scale data. The observations show that anchor embedment stabilises within the first few minutes, indicating that the conventional 15–30 min hold period is unnecessarily conservative. Shorter, performance-based criteria could therefore reduce vessel time, costs and operational risk. Furthermore, modelling with a coupled mooring line–anchor framework, validated against field observations, demonstrates that anchors installed at reduced initial tension can mobilise additional capacity through post-installation drag, reducing installation demands and risks. Parametric studies further reveal how soil layering, mooring configuration and installation tension influence post-installation embedment and resistance. The combined insights inform more cost-effective and operationally efficient anchoring system installations, supporting improvements to offshore anchoring guidelines and design practices.
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6 May 2026
Research Article|
April 01 2026
Field observations and analytical modelling of drag-embedded anchor installation and post-installation performance Available to Purchase
Zefeng Zhou;
*
NGI Norwegian Geotechnical Institute
, Oslo, Norway
Corresponding author Zefeng Zhou (Zefeng.zhou@ngi.no)
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Dhruba L. Pradhan;
Dhruba L. Pradhan
†
DNV AS Norway
, Oslo, Norway
; Department of Civil and Environmental Engineering, Norwegian University of Science and Technology, Trondheim, Norway
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Roderick Ruinen;
Roderick Ruinen
‡
Mooreast Europe B.V.
, Capelle aan den IJssel, Netherlands
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Gudmund R. Eiksund
Gudmund R. Eiksund
§Department of Civil and Environmental Engineering,
Norwegian University of Science and Technology
, Trondheim, Norway
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Corresponding author Zefeng Zhou (Zefeng.zhou@ngi.no)
COMPETING INTERESTS The authors declare there are no competing interests.
COMPETING INTERESTS Some or all data used are available from the corresponding author by request.
Publisher: Emerald Publishing
Received:
August 28 2025
Accepted:
January 07 2026
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2026 Emerald Publishing Limited
2026
Emerald Publishing Limited
Licensed re-use rights only
Geotechnique (2026) 76 (5): 720–737.
Article history
Received:
August 28 2025
Accepted:
January 07 2026
Citation
Zhou Z, Pradhan DL, Ruinen R, Eiksund GR (2026), "Field observations and analytical modelling of drag-embedded anchor installation and post-installation performance". Geotechnique, Vol. 76 No. 5 pp. 720–737, doi: https://doi.org/10.1680/jgeot.25.00631
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