Soil deformation and failure analysis of suction caisson in marine clay under combined loading

Author:

Tu Wenbo,Tu Yuanhang,Liu Linya,Gu Xiaoqiang,Zhang Pengfei,Cheng XingleiORCID

Funder

China Academy of Space Technology

National Key Research and Development Program of China

Major Discipline Academic and Technical Leaders Training Program of Jiangxi Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference46 articles.

1. Suction caisson capacity in anisotropic, purely cohesive soil;Aubeny;Int. J. GeoMech.,2003

2. Investigation of the load-bearing capacity of suction caissons used for offshore wind turbines;Bagheri;Appl. Ocean Res.,2017

3. Shallow foundations subject to combined loadings;Bransby,1997

4. Combined loading of skirted foundations;Bransby;Geotechnique,1998

5. The effect of skirted foundation shape on response to combined V-M-H loadings;Bransby;Int. J. Offshore Polar Eng.,1999

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