Study on the posture control strategy of sinking and penetration characteristics of hexagonal thick-walled multi-compartment bucket foundation

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL Ocean Engineering Pub Date : 2025-02-01 Epub Date: 2024-12-09 DOI:10.1016/j.oceaneng.2024.119943
Xinyi Li , Jijian Lian , Zhaolin Jia , Nan Shao , Yaohua Guo , Haijun Wang , Hao Zhao , Zhichuan Wu , Guanhao Zhang , Weipeng Feng
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Abstract

This paper is based on the measured data of an actual offshore wind power thick-walled concrete multi-compartment bucket foundation (MCBF) successfully penetrated and installed under the construction environment of harsh marine conditions, combined with the actual sinking operation steps, several important stages of the foundation sinking posture in the water are investigated, and proposed a set of in-water sinking posture control strategy and the corresponding engineering recommendations. The field-measured penetration resistance is compared with the undrained shear strength (Su) and cone penetration (CPT) method of introducing the resistance reduction coefficient, and the resistance reduction coefficient is verified by the measured penetration differential pressure. The results show that the foundation total inclination can be effectively levelled by the sinking posture control strategy of the lowest side compartment, the three high side compartments and the mid-compartment exhaust, and by the levelling control strategy of only the highest side compartment and the mid-compartment exhaust during the important stage of the sinking posture. When the thick-walled MCBF is sunk to within 1m from the mud surface during high wind and wave conditions, the levelling control strategy is adopted to ensure that the total inclination is within 0.5° when contacting the mud. Before the top cover of the foundation entering the water, the beam structure should be evenly flooded and the total inclination should be controlled within 1°, when the foundation is off the bottom of the vessel, the total inclination should be stabilized to within 0.2°. For the thick-walled MCBF, the two methods can accurately predict the penetration resistance and penetration differential pressure when the resistance reduction coefficient is taken as 0.5. The research in this paper provides construction guidance and experience reference for offshore wind power projects of penetration and installation under harsh marine conditions.
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六角形厚壁多室桶形基础沉贯特性姿态控制策略研究
本文基于某海上风电厚壁混凝土多室桶形基础(MCBF)在恶劣的海上条件下施工环境下成功侵固的实测数据,结合实际沉陷作业步骤,对基础在水中沉陷姿态的几个重要阶段进行了研究,并提出了一套水中沉陷姿态控制策略及相应的工程建议。将现场测得的侵彻阻力与不排水抗剪强度法(Su)和引入阻力折减系数的锥贯法(CPT)进行了比较,并通过实测侵彻压差对阻力折减系数进行了验证。结果表明:在下沉姿态的重要阶段,采用最低侧室、三个高侧室和中间排风的下沉姿态控制策略和仅采用最高侧室和中间排风的调平策略可以有效地调平地基总倾斜。在大风大浪条件下,厚壁MCBF下沉至距泥浆面1m以内时,采用调平控制策略,保证与泥浆接触时总倾斜度在0.5°以内。基础上盖入水前,梁结构应均匀进水,总倾斜度控制在1°以内,基础离船底时,总倾斜度稳定在0.2°以内。对于厚壁MCBF,当阻力减小系数为0.5时,两种方法均能准确预测侵彻阻力和侵彻压差。本文的研究为海上风电项目在恶劣海洋条件下的侵彻安装提供了施工指导和经验参考。
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来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
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