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Modelling of shallow foundations for offshore structures

Abstract:
The numerical modeling of shallow foundations on clay for the offshore industry was discussed. The new models combined with structural analyses predict the behavior of the entire structure system under dynamic loading conditions. The principle of the models was based on work hardening plasticity theory and caissons for offshore wind turbine applications. The new model comes from the emerging offshore wind power sector, in which suction caissons were considered as an alternative to piled foundations.
Publication status:
Published

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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author

Host title:
BGA INTERNATIONAL CONFERENCE ON FOUNDATIONS: INNOVATIONS, OBSERVATIONS, DESIGN AND PRACTICE
Pages:
11-26
Publication date:
2003-01-01
ISBN:
0727732447

Pubs id:
pubs:61552
UUID:
uuid:6e995927-6b2e-4c99-b60d-ab6253cdd300
Local pid:
pubs:61552
Source identifiers:
61552
Deposit date:
2012-12-19
ARK identifier:

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