Comparison of Predictive Performance of <i>p-y</i> Models for Offshore Wind Large-Diameter Monopiles in Sand

LIAO Kan; LIU Zhentao; MA Zhaorong; ZHANG Youhu

doi:10.16516/j.ceec.2024-303

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Comparison of Predictive Performance of p-y Models for Offshore Wind Large-Diameter Monopiles in Sand

更新时间：2026-05-01

- Comparison of Predictive Performance of p-y Models for Offshore Wind Large-Diameter Monopiles in Sand
- Southern Energy Construction Vol. 13, Issue 2, Pages: 127-142(2026)
- 作者机构：
  
  1. 中国能源建设集团广东省电力设计研究院有限公司,广东,广州,510663
  2. 东南大学土木工程学院,江苏,南京,211189
- 作者简介：
- 基金信息：
- DOI：10.16516/j.ceec.2024-303
  CLC： TK89;TU473.1;TM614
- Published：2026
- 稿件说明：
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廖侃, 刘振韬, 马兆荣, 等. 砂土海床中海上风电大直径单桩p-y模型预测性能对比[J]. 南方能源建设, 2026, 13(2): 127-142.

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廖侃, 刘振韬, 马兆荣, 等. 砂土海床中海上风电大直径单桩p-y模型预测性能对比[J]. 南方能源建设, 2026, 13(2): 127-142. DOI： 10.16516/j.ceec.2024-303.

. DOI： 10.16516/j.ceec.2024-303.

摘要

目的

p-y

方法

p-y

结果

p-y

结论

p-y

Abstract

Objective

p-y

Method

p-y

Result

p-y

Conclusion

p-y

关键词

Keywords

references

XU S, YANG Y F, GANG A, et al. Research on key technologies and industrial chain cooperation paths of floating offshore wind power between China and Europe. [J]. Power generation technology, 2024, 45(1): 13-23. DOI: 10.12096/j.2096-4528.pgt.23096.

API. Recommended Practice 2AWSD Planning, Designing and Constructing Fixed Offshore Platforms-Working Stress Design [S]. Washington, D. C., 2014.

REESE L C, COX W R, KOOP F D. Analysis of Laterally Loaded Piles in Sand [C]. 6th Offshore Technol. Conf., Houston, Texas, 1974, 473-483. DOI: 10.4043/2080-MS.

GEORGIADIS M, ANAGNOSTOPOULOS C, SAFLEKOU S, Centrifugal testing of laterally loaded piles in sand [J]. Canadian Geotechnical Journal, 1992, 29(2): 207–216. DOI: 10.1139/t92-024.

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(9): 966-974. DOI: 10.1139/cgj-2013-0475.

CHOO Y W, KIM D. Experimental development of the p-y relationship for large-diameter offshore monopiles in sands [J]. Journal of geotechnical and geoenvironmental engineering, 2016, 142(1): 04015058. DOI: 10.1061/(ASCE)GT.1943-5606.0001373.

ZHU B, LI T, XIONG G, LIU J C. Centrifuge model tests on laterally loaded piles in sand [J]. International journal of physical modelling in geotechnics, 2016, 16(4): 160-172. DOI: 10.1680/jphmg.15.00023.

LESNY K, WIEMANN J. Finite-Element-Modelling of Large Diameter Monopiles for Offshore Wind Energy Converters [C]. Geocongress 2006, Atlanta, Georgia, 2006, 1-6. DOI: 10.1061/40803(187)212.

THIEKEN K, ACHMUS M, LEMKE K. A new static p - y approach for piles with arbitrary dimensions in sand [J ] . Geotechnik, 2015, 38(4): 267-288. DOI: 10.1002/gete.201400036.

AMAR B D. Numerical investigation of large-diameter monopiles in sands: critical review and evaluation of both API and newly proposed p-y curves [J ] . International journal of geomechanics, 2018, 18(11): 04018141. DOI: 10.1061/(ASCE)GM.1943-5622.0001204.

WANG H, LEHANE B M, BRANSBY M F, et al. Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model [J]. Ocean engineering, 2023, 277: 114334. DOI: 10.1016/j.oceaneng.2023.114334.

ZOU L B, TIAN Z Y, WU K L, et al. Dynamic analysis of offshore wind turbine support structure based on finite element simulation [J]. Mechanical electrical engineering technology , 2024, 53(11): 245-249. DOI: 10.3969/j.issn.1009-9492.2024.00140.

LI W C, ZHU B, YANG M. Static Response of monopile to lateral load in overconsolidated dense sand [J]. Journal of geotechnical and geoenvironmental engineering, 2017, 143(7): 04017026. DOI: 10.1061/(ASCE)GT.1943-5606.0001698.

ZHU B, SUN Y X, CHEN R P, et al. Experimental and analytical models of laterally loaded rigid monopiles with Hardening p-y curves [J ] . Journal of waterway, port, coastal, and ocean engineering, 2015, 141(6): 04015007. DOI: 10.1061/(ASCE)WW.1943-5460.0000310.

NOVELLO A E. From static to cyclic p - y data in calcareous sediments [C ] // Proc. 2nd Int. Conf. on Engineering for Calcareous Sediments, Perth, Australia, 1999, 17-27.

DYSON G J, RANDOLPH M F. Monotonic lateral loading of piles in calcareous sand [J]. Journal of geotechnical and geoenvironmental engineering, 2001, 127(4): 346-352. DOI: 10.1061/(ASCE)1090-0241(2001)127:4(346).

SURYASENTANA S K, LEHANE B M. Numerical derivation of CPT-based p–y curves for piles in sand [J ] . Géotechnique, 2014, 64(3): 186-194. DOI: 10.1680/geot.13.P.026.

SURYASENTANA S K, LEHANE B M. Updated CPT-based p – y formulation for laterally loaded piles in cohesionless soil under static loading [J ] . Géotechnique, 2016, 66(6): 445-453. DOI: 10.1680/jgeot.14.P.156.

LI W, IGOE D, GAVIN K. Evaluation of CPT-based p – y models for laterally loaded piles in siliceous sand [J ] . Géotechnique Letters, 2014, 4(2): 110-117. DOI: 10.1680/geolett.14.00021.

BURD H J, BEUCKELAERS W J A P, BYRNE B W, et al. New data analysis methods for instrumented medium-scale monopile field tests [J]. Géotechnique, 2020, 70(11): 961-969. DOI: 10.1680/jgeot.18.PISA.002.

MCADAM R A, BYRNE B W, HOULSBY G T, et al. Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk [J]. Géotechnique, 2020, 70(11): 986-998. DOI: 10.1680/jgeot.18.PISA.004.

ZDRAVKOVIĆ L, JARDINE R J, TABORDA D M G, et al. Ground characterisation for PISA pile testing and analysis [J]. Géotechnique, 2020, 70(11): 945-960. DOI: 10.1680/jgeot.18.PISA.001.

WANG H, LEHANE B M, BRANSBY M F, et al. Field and numerical study of the lateral response of rigid piles in sand [J]. Acta geotechnica, 2022, 17(12): 5573-5584. DOI: 10.1007/s11440-022-01532-6.

WANG H. lateral behaviour of offshore monopile and bucket foundations in sand [D]. Zhejiang University, HangZhou, ZheJiang, 2020.

MURCHISON M J, O'NEIL W M. Evaluation of p-y relationships in cohesionless soils [C ] // Anon. Proc of the Conference on Analysis and Design of Pile Foundations, San Francisco, California, 1984, 174-213. DOI: 10.1016/0148-9062(86)91228-3.

VERDUGO R, ISHIHARA K. The steady state of sandy soils [J]. Soils and foundations, 1996, 36(2): 81-91. DOI: 10.3208/sandf.36.2_81.

JAMIOLKOWSKI M, LO PRESTI D C F, MANASSERO M. Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT [C]// Anon. Soil Behavior and Soft Ground Construction, Cambridge, Massachusetts, 2003, 201-238. DOI: 10.1061/40659(2003)7.

KULHAWY F H, MAYNE P W. Manual on Estimating Soil Properties for Foundation Design [S]. Electric Power Research Institute, Palo Alto, California, EL-6800, 1990.

BALDI G, BELLOTTI R, LO PRESTI D C F, et al. Modulus of sands from CPT's and DMT's [C]// Anon. 12th International Conference on Soil Mechanics and Foundation Engineering, Rio De Janeiro, Brazil, 1989, 165-170.

BAGUELIN F, FRANK R, SAÏD Y H. Theoretical study of lateral reaction mechanism of piles [J]. Géotechnique, 1977, 27(3): 405-434. DOI: 10.1680/geot.1977.27.3.405.

DI LAORA R, ROVITHIS E. Kinematic bending of fixed-head piles in nonhomogeneous soil [J]. Journal of geotechnical and geoenvironmental engineering, 2015, 141(4): 04014126. DOI: 10.1061/(ASCE)GT.1943-5606.0001270.

ASHFORD S A, JUIRNARONGRIT T. Evaluation of pile diameter effect on initial modulus of subgrade reaction [J]. Journal of geotechnical and geoenvironmental engineering, 2003, 129(3): 234-242. DOI: 10.1061/(ASCE)1090-0241(2003)129:3(234).

FAN C C, LONG J H. Assessment of existing methods for predicting soil response of laterally loaded piles in sand [J]. Computers and geotechnics, 2005, 32(4): 274-289. DOI: 10.1016/j.compgeo.2005.02.004.

TABORDA D M G, ZDRAVKOVIĆ L, POTTS D M, et al. Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk [J]. Géotechnique, 2020, 70(11): 1014-1029. DOI: 10.1680/jgeot.18.PISA.006.

KUWANO R. The stiffness and yielding anisotropy of sand [D]. Imperial College, University of London, London, UK, 1999.

XU X. Investigation of the end bearing performance of displacement piles in sand [D]. Msc, University of Western Australia, 2007.

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Comparison of Predictive Performance of p-y Models for Offshore Wind Large-Diameter Monopiles in Sand

DOI：10.16516/j.ceec.2024-303

摘要

Abstract

关键词

Keywords

references