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Article

7 Citations

2,723 Views

17 Pages

Research on Bearing Capacity of Secant Piled-Bucket Foundation in Saturated Clay

Ying Xu,
Haijun Wang,
Liying Zhang,
Mingji Deng,
Hechuan Jiang,
Yaohua Guo and
Xu Yang

Sustainability2022, 14(18), 11511;https://doi.org/10.3390/su141811511

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14 September 2022

The secant piled-bucket foundation (SPBF) is innovatively proposed to suit the large-capacity mainstream, which is optimized from a traditional foundation and consists of an upper pile cap and a lower bucket skirt. Compared with the pile foundation,...

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Article

22 Citations

3,021 Views

19 Pages

Model Test Study on Bearing Capacity and Deformation Characteristics of Symmetric Pile–Bucket Foundation Subjected to Cyclic Horizontal Load

Zunan Fu,
Guoshuai Wang,
Yanming Yu and
Li Shi

Symmetry2021, 13(9), 1647;https://doi.org/10.3390/sym13091647

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7 September 2021

The pile–bucket foundation that features a bucket slipped onto a monopile is a new type of symmetric offshore foundation supporting the wind turbine. Its load bearing and deformation resistance capacity are unclear, especially when subjected to cycli...

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Feature Paper
Article

23 Citations

8,883 Views

24 Pages

Suction Bucket Pile–Soil–Structure Interactions of Offshore Wind Turbine Jacket Foundations Using Coupled Dynamic Analysis

Pasin Plodpradit,
Osoon Kwon,
Van Nguyen Dinh,
Jimmy Murphy and
Ki-Du Kim

J. Mar. Sci. Eng.2020, 8(6), 416;https://doi.org/10.3390/jmse8060416

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8 June 2020

This paper presents a procedure for the coupled dynamic analysis of offshore wind turbine–jacket foundation-suction bucket piles and compares the American Petroleum Institute (API) standard method and Jeanjean’s methods used to model the...

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