Dynamic Stability of Suction Caisson Founded Offshore Wind Turbines

2012 ◽  
Author(s):  
James Alexander Cox ◽  
Subhamoy Bhattacharya
2014 ◽  
Vol 1030-1032 ◽  
pp. 790-797
Author(s):  
Yasuyuki Nabeshima

Suction caissons attract the attention as the foundation of offshore wind turbines. Installation and resistance behaviors of the suction caisson are important factors for the design of foundation. An installation behavior into sandy seafloor was discussed by using a model suction caisson and the failure surfaces in the aluminum rod mass, as the model ground, subjected to lateral force were compared. Consequently, the installation of model suction caisson into sandy sea depended on the permeability of sandy seafloor and lateral resistance of suction caisson depended on the dimension of suction caisson which affected on the shape of failure surface in the ground.


2020 ◽  
Vol 104 ◽  
pp. 102358
Author(s):  
Bo Liu ◽  
Youhu Zhang ◽  
Zhaorong Ma ◽  
Knut H. Andersen ◽  
Hans Petter Jostad ◽  
...  

2002 ◽  
Vol 26 (3) ◽  
pp. 145-155 ◽  
Author(s):  
Byron Byrne ◽  
Guy Houlsby ◽  
Chris Martin ◽  
Peter Fish

This paper outlines a £ 1.5m, three year, research project that commenced during the middle of 2002 to determine a design framework for shallow foundations for offshore wind turbines. The shallow foundations in focus are suction-installed skirted foundations otherwise known as suction caissons (Houlsby and Byrne, 2000). There are eight distinct themes to the research covering all aspects of the geotechnical performance of these foundations. The funding for the project has been obtained from the Department of Trade and Industry (£ 917k), Industrial Partners (£ 373k) and the Engineering and Physical Sciences Research Council (£ 221k). The results will feed into the design process for offshore wind turbines almost immediately.


2014 ◽  
Vol 134 (8) ◽  
pp. 1096-1103 ◽  
Author(s):  
Sho Tsujimoto ◽  
Ségolène Dessort ◽  
Naoyuki Hara ◽  
Keiji Konishi

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