Numerical Investigation of a Novel Caisson-Plate Gravity Anchor Under Combined V-H-M Loading in Clay

Abstract Floating wind power is currently at the forefront of offshore wind development. To reduce the total cost of mooring system and promote the efficiency of floating wind farms towards large-scale commercial applications, a novel caisson-plate gravity anchor (CGA) has been proposed and designed. This study evaluated the bearing performance of CGA under vertical, horizontal, and moment uniaxial and combined loads in clay. First, finite element models were established and validated under the different loadings. Then, the failure mechanisms of CGA in different uniaxial loads were analyzed compared with suction caissons, which proved the improvement of CGA. It is found that the uniaxial ultimate bearing capacity of the CGA shows a significant improvement over that of the suction caisson, especially in the horizontal and moment directions. Furthermore, the impact of different levels of vertical loads on uniaxial bearing capacity and H-M envelopes was analyzed. The general analytical forms of the three-dimensional V-H-M combined load envelopes for both CGA and suction caisson were provided. The conclusions of this study can provide valuable insights for the shared mooring applications of CGA in floating wind farms.

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Published
2025-06-22
DOI
https://doi.org/10.1115/omae2025-156796
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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Numerical Investigation of a Novel Caisson-Plate Gravity Anchor Under Combined V-H-M Loading in Clay

Shengjie Rui, Kanmin Shen, Yue Zhao, Hang Xu et al.
Geotechnical Engineering and Underground Structures
article

Numerical Investigation of a Novel Caisson-Plate Gravity Anchor Under Combined V-H-M Loading in Clay

Shengjie Rui, Kanmin Shen, Yue Zhao, Hang Xu, Zhen Guo, Li‐Zhong Wang
article en

Abstract

Abstract Floating wind power is currently at the forefront of offshore wind development. To reduce the total cost of mooring system and promote the efficiency of floating wind farms towards large-scale commercial applications, a novel caisson-plate gravity anchor (CGA) has been proposed and designed. This study evaluated the bearing performance of CGA under vertical, horizontal, and moment uniaxial and combined loads in clay. First, finite element models were established and validated under the different loadings. Then, the failure mechanisms of CGA in different uniaxial loads were analyzed compared with suction caissons, which proved the improvement of CGA. It is found that the uniaxial ultimate bearing capacity of the CGA shows a significant improvement over that of the suction caisson, especially in the horizontal and moment directions. Furthermore, the impact of different levels of vertical loads on uniaxial bearing capacity and H-M envelopes was analyzed. The general analytical forms of the three-dimensional V-H-M combined load envelopes for both CGA and suction caisson were provided. The conclusions of this study can provide valuable insights for the shared mooring applications of CGA in floating wind farms.

Norwegian Geotechnical Institute (NO), Powerchina Huadong Engineering Corporation (China) (CN), Zhejiang University (CN)
Openalex Percentile: Top 77%
Geotechnical Engineering and Underground Structures
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