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Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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Volume 56 Issue 6
Jun.  2026
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Article Contents
LIU Huifen, QU Xiaowei, PENG Yicheng, GE Yunfei, HE Minjuan. A Review on Structural Configuration and Factors Influencing Mechanical Properties of Prefabricated Raft Foundations for Wind Turbine Towers[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(6): 229-236. doi: 10.3724/j.gyjzG25110607
Citation: LIU Huifen, QU Xiaowei, PENG Yicheng, GE Yunfei, HE Minjuan. A Review on Structural Configuration and Factors Influencing Mechanical Properties of Prefabricated Raft Foundations for Wind Turbine Towers[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(6): 229-236. doi: 10.3724/j.gyjzG25110607

A Review on Structural Configuration and Factors Influencing Mechanical Properties of Prefabricated Raft Foundations for Wind Turbine Towers

doi: 10.3724/j.gyjzG25110607
  • Received Date: 2025-11-06
    Available Online: 2026-07-06
  • Onshore wind turbine foundations are currently constructed using cast-in-place methods, which involve prolonged construction periods, extensive on-site wet operations, and significant environmental pollution, thereby hindering the sustainable development of the wind power industry. In contrast, prefabricated raft foundations adopt a factory-precast and on-site rapid assembly method, which significantly shortens on-site construction time, simplifies construction processes, and reduces site pollution. This approach offers an efficient and eco-friendly solution for onshore wind turbine foundations. This study systematically conducted the structural configurations and research status of both partially prefabricated and fully prefabricated raft foundations. Their mechanical characteristics, including load-transfer mechanisms, connection behaviors, and failure modes, were analyzed. Furthermore, the influence of complex loading conditions, specific site properties, and structural detailing on the mechanical properties was investigated. Future research directions were proposed to advance the development of prefabricated raft foundations for wind turbine foundation engineering.
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  • [1]
    张振明,王善库.浅谈装配式建筑工程技术和发展趋势[J].四川建材,2021,47(4):34-35.
    [2]
    张磊.住宅建筑施工中预制装配式技术的应用[J].中国建筑装饰装修,2025(2):78-80.
    [3]
    王利楠,郝华庚,丛欧,等.半预制半现浇混凝土风机基础的受力分析[J].可再生能源,2017,35(11):1719-1726.
    [4]
    张广杰,王康世,康高英.肋板式风机基础:CN111411642A[P].2020-07-14.
    [5]
    张聪敏,张千,吴志龙,等.一种预制装配梁板式风机基础:202122980144.6[P].2022-07-01.
    [6]
    黄冬平,孔维博,兰永森,等.一种环向预制装配梁板式风机基础:202123390310.3[P].2022-05-10.
    [7]
    ESTEBANEZ A G.System,manufacturing method and precast foundation structure for wind turbine:WO2022129555A1[P].2022-12-17.
    [8]
    KNISEL S.Foundation for a wind turbine tower:US8695297[P].2014-04-15.
    [9]
    ARTEPREF.Precast concrete for wind turbines[EB/OL].[ 2022-11-02].https://www.artepref.com/empresa/innovacion/precast-concrete-for-wind-turbines/.
    [10]
    GREGOR P,CHRISTOPH S.Fundament für eine windkraftanlage:DE102019126587A1[P].2021-04-08.
    [11]
    白久林,王瑞毅,王宇航,等.陆上风电装配式基础结构研究综述[J].土木与环境工程学报(中英文),2024,46(3):80-93.
    [12]
    白久林,王瑞毅.一种全装配式陆上风电梁板基础:202323500105.7[P].2024-06-28.
    [13]
    李万润,吴王浩,范科友,等.考虑土-结构相互作用的大型风电结构地震响应分析[J].土木工程学报,2022,55(增刊1):39-48.
    [14]
    李万润,范科友,杜永峰.考虑叶片旋转效应的风力发电塔架结构风-震耦合响应分析[J].工程力学,2023,40(4):193-204.
    [15]
    吴忠铁,范萍萍,刘彦辉,等.基于振动台试验的装配式基础隔震结构减震性能与损伤评估[J].工程力学,2025,42(7):134-145.
    [16]
    宋欢,丛欧,郝华庚,等.预制装配式风机基础受力特性研究[J].建筑结构,2018,48(13):96-100.
    [17]
    李征,黄宜,黄冬平,等.预制装配梁板式风力机基础整体性分析[J].太阳能学报,2023,44(10):427-436.
    [18]
    刘鑫鑫.预应力全装配式混凝土风机基础研究[D].北京:北方工业大学,2023.
    [19]
    王海军,刘昌,郝华庚,等.单块双肋梁装配式风电基础结构受力特性研究[J].太阳能学报,2025,46(1):34-41.
    [20]
    国家能源局.陆上风电场工程风电机组基础设计规范:NB/T 10311—2019[S].北京:中国水利水电出版社,2020.
    [21]
    国家能源局.风电机组与塔架及地基基础一体化设计导则:NB/T 11601—2024[S].北京:中国标准出版社,2024.
    [22]
    全国风力发电标准化技术委员会(SAC/TC 50).风能发电系统 风力发电机组塔架和基础设计要求:GB/T 42600—2023[S].北京:中国标准出版社,2023.
    [23]
    木林隆,李杰,张延军,等.竖向荷载对风机基础水平承载性能影响试验研究[J].重庆交通大学学报(自然科学版),2017,36(2):55-60.
    [24]
    汪宏伟,纠永志,木林隆.陆上风轮机梁板基础受力特性简化分析[J].岩土力学,2012,33(增刊1):205-210.
    [25]
    许云龙.陆上装配式风机基础受力特性及结构优化研究[D].天津:天津大学,2019.
    [26]
    张浦阳,许云龙,丁红岩,等.预制装配式风机基础抗倾覆及受力特性研究[J].天津大学学报(自然科学与工程技术版),2022,55(12):1289-1299.
    [27]
    白久林,肖宗翰,王瑞毅,等.陆上风电装配式梁板基础结构疲劳性能分析[J].太阳能学报,2026,47(1):634-644.
    [28]
    肖飞,孔令伟,刘观仕,等.中密风积沙地层金属装配式基础抗拔模型试验与承载力改进计算方法[J].岩土力学,2022,43(1):65-75.
    [29]
    刘观仕,张程程,赵青松,等.风积沙地区金属装配式基础抗压承载特性研究[J].岩土工程学报,2022,44(增刊1):85-91.
    [30]
    海洪,孙鹏金,张延年.软岩地基中新型倒肋式风机基础力学性能有限元分析[J].沈阳建筑大学学报(自然科学版),2024,40(2):267-275.
    [31]
    贠启,黄冬平,朱亚平.兆瓦级风机地基稳定分析与基础设计[J].特种结构,2025,42(2):31-37.
    [32]
    冯天骏.一种梁板式风机基础的优化设计方法[J].水电站设计,2018,34(1):31-35.
    [33]
    何夏岚.预应力全装配式混凝土风机基础计算方法研究[D].北京:北方工业大学,2024.
    [34]
    张立英,郝华庚,何延福,等.陆上风电预制装配式基础台柱剪力键受力特性研究[J].水力发电,2024,50(3):108-112.
    [35]
    白久林,杨俊杰,王瑞毅,等.预应力连接型全装配式梁板风电基础结构设计方法与受力性能[J].土木工程学报,2026,59(5):57-68.
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