Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit

Author:

Zou Xinjun,Wang Yikang,Zhou Mi,Zhang Xihong

Funder

National Natural Science Foundation of China

Guangdong Basic and Applied Basic Research Foundation

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference68 articles.

1. Ahmed A, El N, Hesham M (2018) Piled footing system for offshore wind turbine. Geotech Geol Eng 36:2921–2937

2. Akdag CT (2016) Behavior of closely spaced double-pile-supported jacket foundations for offshore wind energy converters. Appl Ocean Res 58:164–177

3. Anastasopoulos I, Theofilou M (2016) Piled footing for offshore wind turbines: environmental and seismic loading. Soil Dyn Earthq Eng 80:192–209

4. Arshi H, Stone K (2012) Lateral resistance of hybrid monopile-footing foundations in cohesionless soils for offshore wind turbines. In: Proceedings of the 7th international conference on offshore site investigation and geotechnics. Society for Underwater Technology, London, UK, pp 519–526

5. Arshi H, Stone K, Vaziri M, Newson TA, EI-Marrassi, M, Taylor RN, Goodey RJ (2013) Modelling of monopile-footing foundation system for offshore structures in cohesionless soils. In: International conference on soil mechanics & geotechnical engineering. Paris, France, pp 2–6

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