Stability analysis of suction bucket foundations under wave cyclic loading and scouring-Reference-Cited by-同舟云学术

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Stability analysis of suction bucket foundations under wave cyclic loading and scouring

Published:2017-10-31 Issue:7 Volume:36 Page:749-758
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Chen Xuguang¹²,Liu Tao¹²,Jiang Yuke³,Liu Hongjun¹²,Kou Hailei¹²,Xu Jianpeng³,Liu Xixi¹²,Liu Jinzhong³,Ma Tianchi¹²,Feng Tao¹²,Niu Xiaodong¹²

Affiliation:

1. Shandong Provincial Key Laboratory of Ocean Engineering, Ocean university of China, Qingdao, China

2. Shandong Provincial Key Laboratory of Marine Environment and Geological Engineering, Ocean University of China, Qingdao, China

3. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2017.1387948

Reference16 articles.

1. Inclined loading capacity of suction piles in sand

2. Suction Caisson Foundations for Offshore Wind Turbines

3. Scour effects in piled structures—A sensitivity analysis

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Wave-Induced Liquefaction and Stability of Suction Bucket Foundation in Drum Centrifuge;Journal of Geotechnical and Geoenvironmental Engineering;2023-04

2. Research on the application of Pile-bucket composite structure in the Silt Coast;Stavební obzor - Civil Engineering Journal;2022-10-30

3. A test method to study scour effects on the lateral response of rigid piles in sand under real scour conditions;Ocean Engineering;2022-10

4. Seismic response of suction bucket foundation for offshore wind turbines: A parametric study;Ocean Engineering;2022-08

5. Effects of seabed geotechnical properties on scour mechanism at the pile in non-cohesive soils: Experimental study;Ocean Engineering;2022-06

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