Upper Bound Solution of the Resisting Moment Bearing Capacity of A Composite Bucket Shallow Foundation of An Offshore Wind Turbine in Sand-Reference-Cited by-同舟云学术

Upper Bound Solution of the Resisting Moment Bearing Capacity of A Composite Bucket Shallow Foundation of An Offshore Wind Turbine in Sand

Published:2022-12 Issue:6 Volume:36 Page:859-870
ISSN:0890-5487
Container-title:China Ocean Engineering
language:en
Short-container-title:China Ocean Eng

Author:

Liu Run,Li Tian-liang,Chen Guang-si,Lian Ji-jian

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography

Link

https://link.springer.com/content/pdf/10.1007/s13344-022-0076-x.pdf

Reference32 articles.

1. American Petroleum Institute (API), 2000. Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms, API Recommended Practice for Planning, American Petroleum Institute, Washington, DC, USA.

2. Barari, A. and Ibsen, L.B., 2012. Undrained response of bucket foundations to moment loading, Applied Ocean Research, 36, 12–21.

3. Bolton, M.D., 1986. The strength and dilatancy of sands, Géotechnique, 36(1), 65–78.

4. Byrne, B., Houlsby, G., Martin, C. and Fish, P., 2002. Suction caisson foundations for offshore wind turbines, Wind Engineering, 26(3), 145–155.

5. Byrne, B.W., Villalobos, F., Houlsby, G.T. and Martin, C.M., 2003. Laboratory testing of shallow skirted foundations in sand, BGA International Conference on Foundations: Innovations, Observations, Design and Practice, Dundee, 161–173.

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