STUDY ON PENETRATION TEST OF MULTI-BUCKET FOUNDATION OF OFFSHORE WIND POWER BOOSTER STATION

Liu Xianyu, Wang Wei, Dong Zhiyan, Zhao Baoxiang, Chen Li, Liu Duoya

Acta Energiae Solaris Sinica ›› 2026, Vol. 47 ›› Issue (3) : 439-446.

PDF(2041 KB)
Welcome to visit Acta Energiae Solaris Sinica, Today is
PDF(2041 KB)
Acta Energiae Solaris Sinica ›› 2026, Vol. 47 ›› Issue (3) : 439-446. DOI: 10.19912/j.0254-0096.tynxb.2024-2078

STUDY ON PENETRATION TEST OF MULTI-BUCKET FOUNDATION OF OFFSHORE WIND POWER BOOSTER STATION

  • Liu Xianyu1, Wang Wei1, Dong Zhiyan2, Zhao Baoxiang1, Chen Li1, Liu Duoya2
Author information +
History +

Abstract

This paper conducts a physical model experimental study on the penetration resistance of the multi-bucket foundation of an offshore wind power booster station during installation and construction and the leveling process after the inclination is generated. Two different penetration depths are set for the foundation structure: the foundation structure sinks into place by its own weight and the foundation structure sinks to 2/3 of the height of the bucket by suction. The leveling process under two different penetration depths with structure inclinations of 1°, 2°, and 3° was studied, and the applicability of the leveling strategy and the changing rules of the internal pressure and vertical displacement of the barrel foundation during the leveling process were analyzed. The test results show that accurate selection of suction value is the key to successful leveling. If the suction value is too small, the penetration rate of the bucket foundation will be seriously reduced and a soil plug will be formed. If the suction value is too large, seepage failure will easily occur, leading to failure of the installation process. In the actual leveling process, it is necessary to select appropriate leveling strategies according to different penetration depths and inclination states.

Key words

offshore wind turbines / booster / pile-soil interaction / penetration depth

Cite this article

Download Citations
Liu Xianyu, Wang Wei, Dong Zhiyan, Zhao Baoxiang, Chen Li, Liu Duoya. STUDY ON PENETRATION TEST OF MULTI-BUCKET FOUNDATION OF OFFSHORE WIND POWER BOOSTER STATION[J]. Acta Energiae Solaris Sinica. 2026, 47(3): 439-446 https://doi.org/10.19912/j.0254-0096.tynxb.2024-2078

References

[1] 范少涛, 朱嵘华, 陶梓健, 等. 某海上风电场基础结构防冲刷物理模型试验[J]. 中国海洋平台, 2023, 38(6): 34-39, 67.
FAN S T, ZHU R H, TAO Z J, et al.Physical model test on anti-scouring of offshore wind farm foundation structure[J]. China offshore platform, 2023, 38(6): 34-39, 67.
[2] 邓伟. 典型海上升压站导管架基础施工技术探讨[J]. 船舶工程, 2023, 45(S1): 20-24.
DENG W.Discussion on construction technology of jacket foundation of typical offshore substation[J]. Ship engineering, 2023, 45(S1): 20-24.
[3] 陈力, 赵宝祥, 刘贤玉, 等. 排水方式及加载条件对三筒型基础水平承载的影响[J]. 太阳能学报, 2024, 45(4): 265-271.
CHEN L, ZHAO B X, LIU X Y, et al.Effect of drainage mode and loading conditions on horizontal bearing capacity of three-bucket foundation[J]. Acta energiae solaris sinica, 2024, 45(4): 265-271.
[4] 赵业彬, 张浦阳, 闫瑞洋, 等. 海上风电三筒导管架基础下沉过程屈曲分析[J]. 太阳能学报, 2023, 44(7): 504-510.
ZHAO Y B, ZHANG P Y, YAN R Y, et al.Analysis of buckling of bucket wall during foundation penetrating of three-bucket jacket foundation[J]. Acta energiae solaris sinica, 2023, 44(7): 504-510.
[5] 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.
[6] 丁红岩, 李彦娥, 张浦阳, 等. 海上风电四筒导管架基础下放过程试验研究[J]. 天津大学学报(自然科学与工程技术版), 2022, 55(8): 792-801.
DING H Y, LI Y E, ZHANG P Y, et al.Experimental investigation of an offshore wind turbine four-bucket jacket foundation during lowering operation[J]. Journal of Tianjin University (science and technology), 2022, 55(8): 792-801.
[7] 丁红岩, 王立国, 杜杰. 多筒吸力平台沉放调平模型试验[J]. 岩土力学, 2004, 25(3): 386-390.
DING H Y, WANG L G, DU J.The model tests for adjustment of penetration of multi-bucket foundation platform[J]. Rock and soil mechanics, 2004, 25(3): 386-390.
[8] 贾楠. 海上风电单筒多舱型筒型基础沉放调平机理及沉贯阻力研究[D]. 天津: 天津大学, 2017.
JIA N.Analysis on penetrating-levelling mechanism and penetration resistance of bucket foundation with inner compartments for offshore wind turbines[D]. Tianjin: Tianjin University, 2017.
[9] 李涛, 赵荥, 贾楠, 等. 复合筒型基础沉贯调平过程中土体渗流特性研究[J]. 太阳能学报, 2021, 42(12): 253-260.
LI T, ZHAO X, JIA N, et al.Research on soil seepage characteristics in suction penetration leveling process of composite bucket foundation[J]. Acta energiae solaris sinica, 2021, 42(12): 253-260.
[10] 徐书影. 如东绿色发展再添新引擎! 国内单体最重海上升压站成功吊装[EB/OL]. http://www.zgnt.net/content/2020-09/22/content_3024092.htm.
XU S Y.Rudong’s green development adds a new engine! The heaviest single offshore booster station in China was successfully hoisted [EB/OL]. http://www.zgnt.net/content/2020-09/22/content_3024092.htm.
PDF(2041 KB)

Accesses

Citation

Detail

Sections
Recommended

/