港口航道与近海工程2024，Vol.61Issue(1)：44-49,6.DOI:10.16403/j.cnki.ggjs20240109
海上风电倾斜螺旋群桩基础适用性分析
Applicability of Tilted Helical Pile Cluster Foundation for Offshore Wind Turbine
摘要
Abstract
According to the actual engineering data,finite element software is used to carry out the design and type selection of tilted helical pile cluster and the traditional pile cluster with pile caps,and a quantitatively comparative analysis is made for their load bearing characteristics under various load conditions.The results show that the tilted helical pile cluster foundation has the vertical bearing performance and lateral stiffness which are significantly better than that of common pile cluster,and the structural displacement and deformation of the former one are relatively small under same load conditions.In terms of economic index,the tilt rate and settlement deformation of the former one can meet the design requirements under same consumption of steel material,but common pile cap foundation cannot meet the requirements,or higher cost has to be born.Thus tilt helical pile cluster foundation applies by taking economy and engineering performance into account.关键词
海上风电/螺旋桩/高桩承台/群桩基础/承载特性Key words
offshore wind turbine/helical pile/pile cap/pile cluster foundation/bearing characteristics分类
能源与动力引用本文复制引用
石延杰,王健,陈青山,张浦阳,任建宇..海上风电倾斜螺旋群桩基础适用性分析[J].港口航道与近海工程,2024,61(1):44-49,6.基金项目
国家自然科学基金项目:近海风电筒型基础层状土中吸力下沉调平技术研究(51779171) （51779171）
