Calculation and analysis of penetration force on offshore suction bucket jacket foundation
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摘要: 吸力筒基础作为一种高效、经济、环境友好的基础形式,在海洋工程特别是海上风电领域得到了广泛的应用,多以吸力筒导管架形式出现。如何实现吸力筒安全、高效沉贯,并满足吸力筒导管架安装技术指标是施工设计的关键。本文系统总结了吸力筒基础在粘土和砂土地层中沉贯阻力、需求吸力和容许吸力计算方法。结合具体施工案例开展沉贯分析,预测了吸力筒的自重贯入深度,掌握了合理的吸力设置方法及容许吸力主要限制因素,为海上吸力筒导管架基础施工提供技术参考。Abstract: As an efficient, economical and environmentally friendly foundation form, suction bucket foundation has been widely used in marine engineering. Among them, the jacket foundation supported by multiple suction bucket is widely used in the offshore wind power field. How to realize the safe and efficient penetration of the suction bucket and meet the technical indicators of the installation of the suction bucket jacket is the key to the construction design. This paper systematically summarizes the calculation methods of penetration resistance, required suction and allowable suction of suction bucket foundation in clay and sand layers. Based on specific construction cases, the penetration analysis is carried out, the self-weight penetration depth of suction bucket is predicted, and the reasonable suction setting method and the main limiting factors of allowable suction are mastered, which provides technical reference for offshore construction of suction bucket jacket foundation.
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[1] JIA N, DING H, ZHANG P, et al. The Seismic response of composite bucket foundation for offshore wind turbines under scour conditions[C]//
Proceedings of the 27th International Ocean and Polar Engineering Conference , 2017,ISOPE-I-17- 227.[2] [2] 练继建,陈飞,杨旭,等.海上风机复合筒型基础负压沉放调平[J].天津大学学报(自然科学与工程技术版),2014,47:987-93.LIAN Jijian,CHEN Fei,YANG Xu,et al. Suction installation and leveling of composite bucket foundation for offshore wind turbines[J]. Journal of Tianjin University (Science and Technology), 2014,47(11):987-993.
[3] [3] 李大勇,冯凌云,张雨坤,等.饱和细砂中裙式吸力基础水平单调加载模型试验——承载力及变形分析[J].岩土工程学报,2013,35:2030-2037.
LI Dayong, FENG Linyun, ZHANG Yukun, et al. Model tests on lateral bearing capacity and deformation of skirted suction caissons in saturated fine sand under horizontal monotonic loading[J]. Chinese Journal of Geotechnical Engineering, 2013,35:2030-2037.
[4] [4] 张超.近海风电吸力式多筒基础下沉调平研究[D].天津:天津大学,2018.ZHANG Chao. Research on penetration and sinking-leveling of multi bucket foundation for offshore wind turbines[D]. Tianjin: Tianjin University, 2018.
[5] [5] Houlsby G, Byrne B. Design procedures for installation of suction caissons in clay and other materials[J]. Proceedings of The Institution of Civil Engineers-geotechnical Engineering, 2005,158:75-82.
[6] [6] Det Norske Veritas.
DNV-RP-E303 geotechnical design and installation of suction anchors in clay recommended practice [S]. Hovik, Norway: Det Norske Veritas, 2017.[7] [7] Houlsby G T, Byrne B W. Design procedures for installation of suction caissons in sand[J]. Geotechnical Engineering, 2005,158(3):135-44.
[8] [8] Det Norske Veritas.
DNV-RP-C212 offshore soil mechanics and geotechnical engineering [S]. Hovik, Norway: Det Norske Veritas, 2019.[9] [9] Andersen K H, Jostad H P, Dyvik R. Penetration resistance of offshore skirted foundations and anchors in dense sand[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2008,134(1):106-16.
[10] [10] Sturm H. Design aspects of suction caissons for offshore wind turbine foundations[C]//
Proceedings of the TC209 Workshop , TC 209 — Foundation Design of Offshore Wind Structures, 19th ICSMGE: Seoul, Korea, 2017.[11] [11] Feld T. Suction buckets, a new innovative foundation concept, applied to offshore wind turbines[D]. Aalborg, Denmark: Aalborg University, 2001.
[12] [12] Senders M, Randolph M F. CPT-based method for the installation of suction caissons in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2009,135(1):14-25.
[13] [13] Ibsen L B, Thilsted C L. Numerical study of piping limits for suction installation of offshore skirted foundations an anchors in layered sand[C]//
Proceedings of the the 2nd International Symposium on Frontiers in Offshore Geotechnics .Perth, Australia , 2010.[14] [14] Windenburg D F, Trilling C. Collapse by instability of thin cylindrical shells under external pressure[J], Journal of Fluids Engineering, 2010.
[15] [15] Whittle A J, Germaine J T. Behavior of miniature suction casissons in clay[C]//
Proceedings of the Offshore Site Investigation and Foundation Behaviour: New Frontiers-Proceedings of an International Conference .London, UK , 1998.[16] [16] Andersen K H, Jostad H P. Foundation design of skirted foundations and anchors in clay[C]//
Proceedings of the Offshore Technology Conference .Houston, USA , 1999.[17] [17] Senders M. Suction caissons in sand as tripod foundations for offshore wind turbines[D]. Perth, Australia: The University of Western Australia, 2009.
[18] [18]
FD 003—2007(试行),风电机组地基基础设计规定 [S].FD 003—2007 (trial), Wind turbine generator foundation design regulation [S].[19] [19] 郎绿原,艾四芽,曾宪仁,等.深水、恶劣海况下大吨位吸力式导管架风机基础施工方案分析[J].福建交通科技,2022,(9):96-101.
LANG Lvyuan, AI Siya, ZENG Xianren, et al. Analysis of construction solutions for large tonnage suction jacket wind turbine foundations in deep water and rough sea conditions[J]. Fujian Transportation Technology, 2022,(9):96-101.
[20] [20] 刘辉. 国内首例三桩吸力筒式导管架基础灌浆工艺[J].企业科技与发展,2021(12):28-31.
LIU Hui. The first three-pile suction bucket type jacket foundation grouting process in china[J]. Sci-Tech & Development of Enterprise, 2021(12):28-31.
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