An experimental investigation on long-term performance of the wide-shallow bucket foundation model for offshore wind turbine in saturated sand

Author:

Lian Jijian,Zhao Yue,Dong Xiaofeng,Lian Chong,Wang Haijun

Funder

Ministry of Science and Technology of the People's Republic of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference45 articles.

1. Behavior of monopile foundations under cyclic lateral load;Achmus;Comput. Geotech.,2009

2. Design of monopiles for offshore wind turbines in 10 steps;Arany;Soil Dynam. Earthq. Eng.,2017

3. Insight into the lateral response of offshore shallow foundations;Barari;Ocean Eng.,2017

4. Similitude relationships for physical modelling of monopile-supported offshore wind turbines;Bhattacharya;Int. J. Phys. Model. Geotech.,2011

5. Observed dynamic soil–structure interaction in scale testing of offshore wind turbine foundations;Bhattacharya;Soil Dynam. Earthq. Eng.,2013

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