S. Panayides
Numerical investigation of the behaviour of suction caissons in structured clays
Panayides, S.; Rouainia, M.; Osman, A.S.
Authors
Contributors
S. Gourvenec
Editor
D. White.
Editor
Abstract
This paper investigates the ultimate capacity of suction anchor foundations, using an advanced constitutive model. The paper explores the effect of changing the aspect ratio of the caisson on the undrained load-carrying capacity of the bucket foundations in clay. Illustrative numerical results for inorganic clay of low sensitivity from the Norrköping region in southern Sweden demonstrate the potential of the constitutive model.
Citation
Panayides, S., Rouainia, M., & Osman, A. (2010). Numerical investigation of the behaviour of suction caissons in structured clays. In S. Gourvenec, & D. White. (Eds.), Frontiers in offshore geotechnics II (759-764). https://doi.org/10.1201/b10132-109
Conference Name | Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG II) |
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Conference Location | University of Western Australia (UWA), Perth |
Publication Date | Jan 1, 2010 |
Deposit Date | Jan 4, 2016 |
Publicly Available Date | Mar 29, 2024 |
Pages | 759-764 |
Book Title | Frontiers in offshore geotechnics II. |
ISBN | 9780415584807 |
DOI | https://doi.org/10.1201/b10132-109 |
Public URL | https://durham-repository.worktribe.com/output/1152193 |
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