Effect of preloading on the response of a shallow skirted foundation
Effect of preloading on the response of a shallow skirted foundation
The effect of preloading on the vertical settlement and bearing capacity of a circular skirted foundation was investigated as a function of relative preload and degree of consolidation by means of small strain finite element analyses. Significant gain in bearing capacity was observed for practical levels of preloads and duration of consolidation, offering an insight into potential efficiencies in foundation design.
Bearing capacity, Consolidation, Finite element method
The American Society of Mechanical Engineers
Vulpe, Cristina
69986563-ade3-4971-9611-2005a2d60af7
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
2014
Vulpe, Cristina
69986563-ade3-4971-9611-2005a2d60af7
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Vulpe, Cristina and Gourvenec, Susan
(2014)
Effect of preloading on the response of a shallow skirted foundation.
In Offshore Geotechnics.
vol. 3,
The American Society of Mechanical Engineers..
(doi:10.1115/OMAE2014-23440).
Record type:
Conference or Workshop Item
(Paper)
Abstract
The effect of preloading on the vertical settlement and bearing capacity of a circular skirted foundation was investigated as a function of relative preload and degree of consolidation by means of small strain finite element analyses. Significant gain in bearing capacity was observed for practical levels of preloads and duration of consolidation, offering an insight into potential efficiencies in foundation design.
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Published date: 2014
Venue - Dates:
ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering, OMAE 2014, , San Francisco, United States, 2014-06-08 - 2014-06-13
Keywords:
Bearing capacity, Consolidation, Finite element method
Identifiers
Local EPrints ID: 414524
URI: http://eprints.soton.ac.uk/id/eprint/414524
PURE UUID: 049b8d8a-662e-4a63-9708-c9eb2f08be8e
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Date deposited: 03 Oct 2017 16:31
Last modified: 16 Mar 2024 04:31
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Author:
Cristina Vulpe
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