Numerical investigation on novel group-drag-anchor systems for soft clay seabed

Offshore wind turbine mooring systems often encounter challenges in soft clay seabed, where traditional drag anchors frequently fail to provide sufficient bearing capacity. This study introduces several novel group-drag-anchor systems designed to surpass the performance of single anchor. This enhanc...

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Main Authors: Yancheng Yang, Yifeng Lin, Dezhi Ning
Format: Article
Language:English
Published: Elsevier 2025-09-01
Series:Results in Engineering
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Online Access:http://www.sciencedirect.com/science/article/pii/S2590123025024387
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author Yancheng Yang
Yifeng Lin
Dezhi Ning
author_facet Yancheng Yang
Yifeng Lin
Dezhi Ning
author_sort Yancheng Yang
collection DOAJ
description Offshore wind turbine mooring systems often encounter challenges in soft clay seabed, where traditional drag anchors frequently fail to provide sufficient bearing capacity. This study introduces several novel group-drag-anchor systems designed to surpass the performance of single anchor. This enhanced performance is attributed to the increased shear strength of the clay at deeper embedment depths, thereby increasing bearing efficiency. Utilizing a validated large deformation finite element method (FEM), the effects of different linking configurations were investigated on the embedment performance and bearing efficiency of these systems. Comparative analyses reveal that the proposed group-drag-anchor systems exhibit superior embedment performance and bearing efficiency compared to traditional single anchors. The findings highlight that the strategic design of anchor linkage and anchor selection can substantially enhance the overall system performance. This work introduces a promising novel drag anchor solution for offshore wind turbine mooring systems in the soft seabeds, which outperforms both traditional single anchors and systems composed of identical drag anchors in terms of embedment depth and bearing efficiency. Furthermore, it provides valuable insights for optimizing the design and application of group-drag-anchor systems in future offshore wind projects.
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institution Kabale University
issn 2590-1230
language English
publishDate 2025-09-01
publisher Elsevier
record_format Article
series Results in Engineering
spelling doaj-art-9d7b5193408e4c5da95e046b4a25afb72025-08-20T03:35:44ZengElsevierResults in Engineering2590-12302025-09-012710636710.1016/j.rineng.2025.106367Numerical investigation on novel group-drag-anchor systems for soft clay seabedYancheng Yang0Yifeng Lin1Dezhi Ning2Shanghai Investigation, Design & Research Institute Co., Ltd., Shanghai 200335, PR China; State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, PR China; Corresponding author.Shanghai Investigation, Design & Research Institute Co., Ltd., Shanghai 200335, PR ChinaState Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, PR ChinaOffshore wind turbine mooring systems often encounter challenges in soft clay seabed, where traditional drag anchors frequently fail to provide sufficient bearing capacity. This study introduces several novel group-drag-anchor systems designed to surpass the performance of single anchor. This enhanced performance is attributed to the increased shear strength of the clay at deeper embedment depths, thereby increasing bearing efficiency. Utilizing a validated large deformation finite element method (FEM), the effects of different linking configurations were investigated on the embedment performance and bearing efficiency of these systems. Comparative analyses reveal that the proposed group-drag-anchor systems exhibit superior embedment performance and bearing efficiency compared to traditional single anchors. The findings highlight that the strategic design of anchor linkage and anchor selection can substantially enhance the overall system performance. This work introduces a promising novel drag anchor solution for offshore wind turbine mooring systems in the soft seabeds, which outperforms both traditional single anchors and systems composed of identical drag anchors in terms of embedment depth and bearing efficiency. Furthermore, it provides valuable insights for optimizing the design and application of group-drag-anchor systems in future offshore wind projects.http://www.sciencedirect.com/science/article/pii/S2590123025024387Group-drag-anchor systemCoupled eulerian-lagrangianSoft clayInstallation trajectoryBearing efficiency
spellingShingle Yancheng Yang
Yifeng Lin
Dezhi Ning
Numerical investigation on novel group-drag-anchor systems for soft clay seabed
Results in Engineering
Group-drag-anchor system
Coupled eulerian-lagrangian
Soft clay
Installation trajectory
Bearing efficiency
title Numerical investigation on novel group-drag-anchor systems for soft clay seabed
title_full Numerical investigation on novel group-drag-anchor systems for soft clay seabed
title_fullStr Numerical investigation on novel group-drag-anchor systems for soft clay seabed
title_full_unstemmed Numerical investigation on novel group-drag-anchor systems for soft clay seabed
title_short Numerical investigation on novel group-drag-anchor systems for soft clay seabed
title_sort numerical investigation on novel group drag anchor systems for soft clay seabed
topic Group-drag-anchor system
Coupled eulerian-lagrangian
Soft clay
Installation trajectory
Bearing efficiency
url http://www.sciencedirect.com/science/article/pii/S2590123025024387
work_keys_str_mv AT yanchengyang numericalinvestigationonnovelgroupdraganchorsystemsforsoftclayseabed
AT yifenglin numericalinvestigationonnovelgroupdraganchorsystemsforsoftclayseabed
AT dezhining numericalinvestigationonnovelgroupdraganchorsystemsforsoftclayseabed