Finite element analyses of improved lateral performance of monopile when combined with bucket foundation for offshore wind turbines
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Title
Finite element analyses of improved lateral performance of monopile when combined with bucket foundation for offshore wind turbines
Authors
Keywords
Lateral bearing capacity, Pile-bucket foundation, 3-D FE modelling, Centrifuge tests, Parametric study
Journal
APPLIED OCEAN RESEARCH
Volume 111, Issue -, Pages 102647
Publisher
Elsevier BV
Online
2021-04-19
DOI
10.1016/j.apor.2021.102647
References
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Related references
Note: Only part of the references are listed.- Static and dynamic loading behavior of a hybrid foundation for offshore wind turbines
- (2020) Da Chen et al. MARINE STRUCTURES
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- Review of offshore wind farm cost components
- (2017) Angel G. Gonzalez-Rodriguez Energy for Sustainable Development
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- (2016) Cihan Taylan Akdag APPLIED OCEAN RESEARCH
- Hybrid foundation for offshore wind turbines: Environmental and seismic loading
- (2016) I. Anastasopoulos et al. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- Improved Performance of Monopiles When Combined with Footings for Tower Foundations in Sand
- (2014) B. M. Lehane et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
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- The undrained bearing capacity of a spudcan foundation under combined loading in soft clay
- (2011) Youhu Zhang et al. MARINE STRUCTURES
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- (2010) J.-R. Peng et al. COMPUTERS & STRUCTURES
- Response of stiff piles in sand to long-term cyclic lateral loading
- (2010) C. LEBLANC et al. GEOTECHNIQUE
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