砂土地基海上风电大直径单桩基础的p-y曲线研究

刘畅博, 胡中波, 李阔, 刘欣怡, 田德帅, 史楠

太阳能学报 ›› 2024, Vol. 45 ›› Issue (7) : 704-711.

PDF(2130 KB)
欢迎访问《太阳能学报》官方网站,今天是
PDF(2130 KB)
太阳能学报 ›› 2024, Vol. 45 ›› Issue (7) : 704-711. DOI: 10.19912/j.0254-0096.tynxb.2023-0367

砂土地基海上风电大直径单桩基础的p-y曲线研究

  • 刘畅博, 胡中波, 李阔, 刘欣怡, 田德帅, 史楠
作者信息 +

STUDY OF p-y CURVES OF LARGE-MONOPILES FOR OFFSHORE WIND POWER IN SAND

  • Liu Changbo, Hu Zhongbo, Li Kuo, Liu Xinyi, Tian Deshuai, Shi Nan
Author information +
文章历史 +

摘要

依托福建某海上风电项目现场试验,对大直径单桩有限元模型的有效性进行验证,进一步研究砂土地基中不同桩径大直径单桩的破坏模式、初始刚度、极限抗力随桩径与深度的变化规律,并分别考虑桩径的尺寸效应与埋深对双曲线模型进行修正。结果表明:不同桩径下大直径单桩的破坏模式主要为浅层土体的楔形破坏;API规范、双曲线模型计算得到的p-y(地基土水平抗力-桩水平位移)曲线与数模得到的p-y曲线误差较大,而修正双曲线模型与数模结果吻合较好,优于其他模型的计算结果。

Abstract

Monopile foundation is the common form in current offshore wind power, and the p-y curve recommended by API is commonly used to obtain the lateral loading of a monopile at present, but it is not applicable to large diameter monopile foundation. The validity of the finite element model of large diameter monopile was verified by an offshore wind power test pile in Fujian, and the damage mode of large diameter monopile and the variation of initial stiffness and ultimate resistance with pile diameter and depth in sand were studied by numerical simulation, and the equations were modified by considering the size effect of pile diameter and burial depth respectively, and finally a modified hyperbolic model was proposed to calculate the p-y curve in sand. The results show that the damage modes of monopiles with different diameters are wedge-shaped damage of shallow soils; the p-y curve calculated by API and hyperbolic model has a large error with the p-y curve obtained by numerical model, while the modified hyperbolic model agrees well with the numerical model results, which can provide reference for the calculation of lateral loading of large-diameter monopiles for offshore wind power in sand.

关键词

海上风电 / 桩基 / 承载能力 / p-y曲线 / 砂土

Key words

offshore wind power / pile foundation / bearing capacity / p-y curves / sand

引用本文

导出引用
刘畅博, 胡中波, 李阔, 刘欣怡, 田德帅, 史楠. 砂土地基海上风电大直径单桩基础的p-y曲线研究[J]. 太阳能学报. 2024, 45(7): 704-711 https://doi.org/10.19912/j.0254-0096.tynxb.2023-0367
Liu Changbo, Hu Zhongbo, Li Kuo, Liu Xinyi, Tian Deshuai, Shi Nan. STUDY OF p-y CURVES OF LARGE-MONOPILES FOR OFFSHORE WIND POWER IN SAND[J]. Acta Energiae Solaris Sinica. 2024, 45(7): 704-711 https://doi.org/10.19912/j.0254-0096.tynxb.2023-0367
中图分类号: TU473.1   

参考文献

[1] 柳英洲, 王文华, 李昕, 等. 考虑桩基础柔性的地震风浪作用下海上风力机结构耦合响应机理研究[J]. 太阳能学报, 2023, 44(3): 67-76.
LIU Y Z,WANG W H,LI X,et al.Research of coupling mechanisms of offshore wind turbines with pile foundation flexibilities under earthquake, wind and wave load[J]. Acta energiae solaris sinica, 2023, 44(3): 67-76.
[2] 魏凯, 王顺意, 裘放, 等. 海上风电单桩基础海流局部冲刷及防护试验研究[J]. 太阳能学报, 2021, 42(9): 338-343.
WEI K, WANG S Y, QIU F, et al.Experimental study on local scour and its protection of offshore wind turbine monopile under ocean current[J]. Acta energiae solaris sinica, 2021, 42(9): 338-343.
[3] JGJ 94—2018, 建筑桩基技术规范[S].
JGJ 94—2018, Technical specification for construction pile foundations[S].
[4] American Petroleum Institute.Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design[R]. Washington, D.C: American Petroleum Institute Publishing Services, 2005.
[5] 李卫超, 杨敏, 朱碧堂. 砂土中刚性短桩的p-y模型案例研究[J]. 岩土力学, 2015, 36(10): 2989-2995.
LI W C, YANG M, ZHU B T.Case study of p-y model for short rigid pile in sand[J]. Rock and soil mechanics, 2015, 36(10): 2989-2995.
[6] 胡中波, 翟恩地, 罗仑博, 等. 基于静载试验的海上风电钢管桩砂土p-y曲线研究[J]. 太阳能学报, 2019, 40(12): 3571-3577.
HU Z B, ZHAI E D, LUO L B, et al.Study on p-y curves of steel pipe piles for offshore wind farms in sand based on in-situ tests[J]. Acta energiae solaris sinica, 2019,40(12): 3571-3577.
[7] DUNNAVANT T W, O'NEILL M W. Experimental p-y model for submerged, stiff clay[J]. Journal of geotechnical engineering, 1989, 115(1): 95-114.
[8] STEVENS J B, AUDIBERT J M E. Re-examination of p-y curve formulations[C]//Proceedings of the Offshore Technology Conference,Houston, Texas, 1979: OTC-3402-MS.
[9] ZHU B, ZHU Z J, LI T, et al.Field tests of offshore driven piles subjected to lateral monotonic and cyclic loads in soft clay[J]. Journal of waterway, port, coastal, and ocean engineering, 2017, 143(5): 05017003.
[10] ZHU B, LI T, XIONG G, et al.Centrifuge model tests on laterally loaded piles in sand[J]. International journal of physical modelling in geotechnics, 2016, 16(4): 160-172.
[11] SØRENSEN S P H, IBSEN L B, AUGUSTESEN A H. Effects of diameter on initial stiffness of p-y curves for large-diameter piles in sand[C]//The European Conference on Numerical Methods in Geotechnical Engineering,Trondheim, Norway, 2010.
[12] OTSMANE L, AMAR BOUZID D.An efficient FE model for SSI: theoretical background and assessment by predicting the response of large diameter monopiles supporting OWECs[J]. Computers and geotechnics, 2018, 97: 155-166.
[13] 孙毅龙, 许成顺, 杜修力, 等. 海上风电大直径单桩的修正p-y曲线模型[J]. 工程力学, 2021, 38(4): 44-53.
SUN Y L, XU C S, DU X L, et al.A modified p-y curve model of large-monopiles of offshore wind power plants[J]. Engineering mechanics, 2021, 38(4): 44-53.
[14] BYRNE B W, HOULSBY G T.Helical piles: an innovative foundation design option for offshore wind turbines[J]. Philosophical transactions, Series A, 2015,373(2035): 20140081.
[15] GB 50007—2019, 建筑地基基础设计规范[S].
GB 50007—2019, Code for design of building foundation[S].
[16] 王欢. 砂土海床大直径单桩基础和桶形基础水平受荷特性研究[D]. 杭州: 浙江大学, 2020.
WANG H.Lateral behavior of offshore monopole and bucket foundations in sand[D]. Hangzhou: Zhejiang University, 2020.
[17] GEORGIADIS M, ANAGNOSTOPOULOS C, SAFLEKOU S.Centrifugal testing of laterally loaded piles in sand[J]. Canadian geotechnical journal, 2011, 29: 208-216.
[18] KLINKVORT R T, HEDEDAL O.Effect of load eccentricity and stress level on monopile support for offshore wind turbines[J]. Canadian geotechnical journal, 2014, 51: 966-974.
[19] KALLEHAVE D, THILSTED C L, LIINGAARD M A.Modification of the API p-y Formulation of Initial Stiffness of Sand[C]//7th International Conference: Offshore Site Investigation and Geotechnics: Integrated Technologies- Present and Future, London, 2012.
[20] BARTON Y O.Laterally loaded model piles in sand: centrifuge tests and finite element analyses[D]. Cambridge: University of Cambridge, 1982.
[21] KIM D, CHOO Y W, KWAK K.Comparison of lateral behavior of rock-socketed large-diameter offshore monopiles in sands with different relative densities[J]. International journal of offshore and polar engineers, 2015, 25(2): 156-160.
[22] GUO W D, ZHU B T.Laterally loaded fixedheaded piles in sand[C]//9th Australia New Zealand Conference on Geomechanics, Auckland, New Zealand, 2004: 88-94.
[23] ZHU B, ZHU R Y, LUO J, et al.Model tests on characteristics of ocean and offshore elevated piles with large lateral deflection[J]. Chinese journal of geotechnical engineering, 2010, 32(4): 521-530.

基金

中国电建集团成都院自立项目(P48521); 中国电建集团成都院自立项目(P43919)

PDF(2130 KB)

Accesses

Citation

Detail

段落导航
相关文章

/