INFLUENCE OF HORIZONTAL CYCLIC LOADING FREQUENCY ON BEARING CHARACTERISTICS OF SUCTION BUCKET FOUNDATION

Zhang Yuan, Hao Limeng, Li Guangnian, Zhang Zhaode

Acta Energiae Solaris Sinica ›› 2026, Vol. 47 ›› Issue (12) : 443-451.

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Acta Energiae Solaris Sinica ›› 2026, Vol. 47 ›› Issue (12) : 443-451. DOI: 10.19912/j.0254-0096.tynxb.2025-1141

INFLUENCE OF HORIZONTAL CYCLIC LOADING FREQUENCY ON BEARING CHARACTERISTICS OF SUCTION BUCKET FOUNDATION

  • Zhang Yuan1, Hao Limeng1, Li Guangnian2, Zhang Zhaode3
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Abstract

To investigate the bearing characteristics of wide and shallow suction bucket foundation for offshore wind power in sandy soil foundation under horizontal cyclic loading, this study systematically investigates the failure mechanism and soil-structure interaction law of the bucket foundation under large-angle conditions with varying cyclic loading frequencies (0.1~0.9 Hz) through scaled model tests combined with ABAQUS finite element analysis. The model test combined with the finite element results show that:when the foundation is subjected to the horizontal ultimate load of large turning angle,it shows the failure mode dominated by rigid body rotation,the soil body in the passive zone produces significant shear deformation,the soil body in the active zone produces depression,the phenomenon of bucket-soil separation occurs under the foundation roof,the rotation point is transferred from the back side of the foundation to the front side of the foundation in the process of the foundation movement,and the change of the soil pressure of the roof shows the characteristics of asymmetric distribution. Under large-angle conditions, an increase in cyclic loading frequency leads to a significant increase in the amplitude of soil pressure change, which is expected to provide a reference for the anti-overturning design and long-term service performance evaluation of offshore wind power foundations.

Key words

offshore wind power / cyclic loads / foundations / suction buckets / model test

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Zhang Yuan, Hao Limeng, Li Guangnian, Zhang Zhaode. INFLUENCE OF HORIZONTAL CYCLIC LOADING FREQUENCY ON BEARING CHARACTERISTICS OF SUCTION BUCKET FOUNDATION[J]. Acta Energiae Solaris Sinica. 2026, 47(12): 443-451 https://doi.org/10.19912/j.0254-0096.tynxb.2025-1141

References

[1] 符平, 秦鹏飞, 张金接. 海上风资源时空特性研究[J]. 中国水利水电科学研究院学报, 2014, 12(2): 155-161.
Fu P, Qin P F, Zhang J J.Research of spatio-temporal characteristics of offshore wind resources[J]. Journal of China Institute of Water Resources and Hydropower Research, 2014, 12(2): 155-161.
[2] 封宇, 何焱, 朱启昊, 等. 近海及海上风资源时空特性研究[J]. 清华大学学报(自然科学版), 2016, 56(5): 522-529.
Feng Y, He Y, Zhu Q H, et al.Temporal and spatial characteristics of offshore wind resources[J]. Journal of Tsinghua University (Science and Technology), 2016, 56(5): 522-529.
[3] 丁红岩, 张超, 张浦阳, 等. 上覆软土层对海上风电四筒基础承载特性影响[J]. 哈尔滨工程大学学报, 2020, 41(1): 67-75.
Ding H Y, Zhang C, Zhang P Y, et al.Effect of overlying soft soil layer on bearing capacity of four bucket foundation for offshore wind turbines[J]. Journal of Harbin Engineering University, 2020, 41(1): 67-75.
[4] 陆罗观, 刘润, 练继建, 等. 考虑冲刷影响的筒型基础竖向极限承载力研究[J]. 海洋工程, 2019, 37(3): 69-77.
Lu L G, Liu R, Lian J J, et al.Study on vertical ultimate bearing capacity of bucket foundation considering scour effect[J]. The Ocean Engineering, 2019, 37(3): 69-77.
[5] 刘宪庆. 气浮筒型基础拖航稳性和动力响应研究[D]. 天津: 天津大学, 2012.
Liu X Q.Study on stability and dynamic response in towing of air-floating bucket foundation[D]. Tianjin: Tianjin University, 2012.
[6] 乐丛欢, 任建宇, 姜明涛, 等. 砂土中四筒导管架风机基础抗弯承载力研究[J]. 海洋工程, 2021, 39(2): 12-19.
Le C H, Ren J Y, Jiang M T, et al.Analysis of the moment bearing capacity of four-bucket jacket foundation in sandy soil[J]. The Ocean Engineering, 2021, 39(2): 12-19.
[7] 丁红岩, 于瑞, 张浦阳, 等. 海上风电大尺度预应力筒型基础结构预应力优化设计[J]. 天津大学学报, 2012, 45(6): 473-480.
Ding H Y, Yu R, Zhang P Y, et al.Optimal design for prestress of large-scale bucket foundation for offshore wind turbine[J]. Journal of Tianjin University, 2012, 45(6): 473-480.
[8] 曹政, 李智, 江琦, 等. 复合加载下海上风电四筒基础地基承载力特性研究[J]. 太阳能学报, 2024, 45(1): 210-217.
Cao Z, Li Z, Jiang Q, et al.Bearing capacity characteristics of four-bucket foundation in offshore wind turbines under combined loading conditions[J]. Acta Energiae Solaris Sinica, 2024, 45(1): 210-217.
[9] 刘梅梅, 练继建, 杨敏, 等. 宽浅式筒型基础竖向承载力研究[J]. 岩土工程学报, 2015, 37(2): 379-384.
Liu M M, Lian J J, Yang M, et al.Vertical bearing capacity of wide-shallow bucket foundation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 379-384.
[10] 李文轩, 范开放, 刘永刚, 等. 粉砂地基中复合筒型基础水平承载特性研究[J]. 水利水运工程学报, 2023(2): 87-95.
Li W X, Fan K F, Liu Y G, et al.Horizontal bearing characteristics of composite bucket foundation of offshore wind turbines in silty sand[J]. Hydro-Science and Engineering, 2023(2): 87-95.
[11] 刘润, 陈广思, 刘禹臣, 等. 海上风电大直径宽浅式筒型基础抗弯特性分析[J]. 天津大学学报(自然科学与工程技术版), 2013, 46(5): 393-400.
Liu R, Chen G S, Liu Y C, et al.Resisting moment behavior of large diameter and shallow buried bucket foundation for offshore wind turbine[J]. Journal of Tianjin University (Science and Technology), 2013, 46(5): 393-400.
[12] Cheng H J, Zhou M, Niu F J, et al.Numerical study of the bearing capacity of the hybrid skirted foundations in silty sand under combined loading[J]. Applied Ocean Research, 2024, 150: 104129.
[13] Jin Z, Yin Z Y, Kotronis P, et al.Advanced numerical modelling of caisson foundations in sand to investigate the failure envelope in the H-M-V space[J]. Ocean Engineering, 2019, 190: 106394.
[14] 李思琦, 王媛, 李庆文, 等. 非共面V-H-M复合加载模式下海上风电桶形基础破坏包络面特性研究[J]. 太阳能学报, 2021, 42(6): 391-399.
Li S Q, Wang Y, Li Q W, et al.Failure envelopes of bucket foundations for offshore wind turbines under combined non-planar V-H-M loading[J]. Acta Energiae Solaris Sinica, 2021, 42(6): 391-399.
[15] 刘智敏, 陈广思, 王晓磊, 等. 海上风电筒型基础在水平力和力矩耦合作用下的变形模式研究[J]. 太阳能学报, 2025, 46(3): 697-704.
Liu Z M, Chen G S, Wang X L, et al.Research on deformation mode of bucket foundation in clay under coupling load[J]. Acta Energiae Solaris Sinica, 2025, 46(3): 697-704.
[16] Zhu B, Byrne B W, Houlsby G T.Long-term lateral cyclic response of suction caisson foundations in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(1): 73-83.
[17] 刘梅梅. 海上风机复合筒型基础承载力及优化设计研究[D]. 天津: 天津大学, 2014.
Liu M M.Bearing capacity and optimization design of composite bucket foundation for offshore wind turbine[D]. Tianjin: Tianjin University, 2014.
[18] 蔡正银, 王清山, 关云飞, 等. 分舱板对海上风电复合筒型基础承载特性的影响研究[J]. 岩土工程学报, 2021, 43(4): 751-759.
Cai Z Y, Wang Q S, Guan Y F, et al.Influences of bulkheads on bearing characteristics of composite bucket foundation of offshore wind turbines[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(4): 751-759.
[19] 赵学亮, 王鑫, 陈馨睿, 等. 砂土中冲刷条件下三筒基础水平承载特性研究[J]. 海洋工程, 2024, 42(1): 24-36.
Zhao X L, Wang X, Chen X R, et al.Characteristics of horizontal bearing in tripod-bucket foundation subjected to scouring in sand[J]. The Ocean Engineering, 2024, 42(1): 24-36.
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