Study on the weakening of soil-structure interaction under long-term lateral load for monopile-supported offshore turbines-Reference-Cited by-同舟云学术

Study on the weakening of soil-structure interaction under long-term lateral load for monopile-supported offshore turbines

Published:2024-05-02 Issue: Volume: Page:1-11
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Wang Yi¹,Gu Yuchen¹,Yue Qi²,Li Zhichuan³

Affiliation:

1. College of Safety and Ocean Engineering, China University of Petroleum, Beijing, China

2. China National Petroleum Corporation Offshore Engineering Co., Ltd., Beijing, China;

3. Clean Energy Branch of CNOOC Energy Development Co., Ltd, Tianjin, China

Funder

CNOOC Energy Development Co., Ltd

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2024.2337121

Reference25 articles.

1. Three-dimensional numerical modelling of the behaviour of a pile subjected to cyclic lateral loading

2. Finite element analysis of cyclic lateral responses for large diameter monopiles in clays under different loading patterns

3. Craig, R. R., Jr. and E. M. Taleff. 2020. Mechanics of Materials. John Wiley & Sons.

4. Cuéllar P. 2011. Pile Foundations for Offshore Wind Turbines: Numerical and Experimental Investigations on the Behaviour Under Short-Term and Long-Term Cyclic Loading. https://depositonce.tu-berlin.de/home.

5. Seismic behaviour of soft clay and its influence on the response of friction pile foundations

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1. Correction;Marine Georesources & Geotechnology;2024-05-15