大直径海上风电单桩基础水平承载特性研究
刘建秀^1，2，刘齐³，乔超男^1，2，刘广学^1，2
（1. 河北水利电力学院土木工程系，河北 沧州 061001；2. 河北省岩土工程安全与变形控制重点实验室（河北水利电力学院），河北
沧州 061001；3. 中国铁路北京局集团公司丰台工务段，北京 100071）
摘要： 以中国近海风机承载力研究为背景，采用理论分析结合数值模拟的研究手段，利用大型通用有限元软件COMSOL，
建立了大直径海上风电单桩基础与海床的计算模型，进行了水平荷载作用下大直径海上风电桩基础水平承载力的数值计
算，分析了水平荷载、桩径等参数对海上风电单桩基础水平位移和桩身弯矩的影响，研究结果可供类似工程参考。
关键词： 大直径桩；海上风电基础；水平位移；弯矩；数值模拟
中图分类号： TU473.1     文献标志码： A     文章编号： 2095-0802-(2022)07-0018-03
Lateral Bearing Capacity of Large-diameter Offshore Wind Turbine Pile Foundation
LIU Jianxiu^1,2, LIU Qi³, QIAO Chaonan^1,2, LIU Guangxue^1,2
(1. Department of Civil Engineering, Hebei University of Water Resources and Electric Engineering, Cangzhou 061001, Hebei,
China; 2. Hebei Key Laboratory of Geotechnical Engineering Safety and Deformation Control (Hebei University of Water
Resources and Electric Engineering), Cangzhou 061001, Hebei, China; 3. Fengtai Track Maintenance Division, China Railway
Beijing Group Co., Ltd., Beijing 100071, China)
Abstract: Based on the research of bearing capacity of offshore wind turbine in China, this paper established the calculation
model of large-diameter offshore wind turbine foundation and seabed through theoretical analysis and numerical simulation by
using the large-scale general finite element software COMSOL. Through this model, the lateral bearing capacity of large-diameter
offshore wind turbine pile foundation under lateral loading was calculated, the influence of lateral loading, pile diameter and other
parameters on lateral displacement and pile bending moment of offshore wind turbine pile foundation was analyzed, and the results
can be used for similar projects.

Key words: large-diameter pile; offshore wind turbine foundation; lateral displacement; bending moment; numerical simulation