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Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour

Abstract:
A plasticity-based numerical model is developed for predicting the behaviour of a spudcan foundation on clay under combined (V, M, H) loading. The consequences of including this model in the structural analysis of a jackup unit are demonstrated, and predictions are compared with those of a traditional pinned footing analysis.

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Institution:
University of Oxford
Department:
Oxford, MPLS, Engineering Science, Civil Engineering
Role:
Author
Publisher:
Offshore Technol Conf
Journal:
Proceedings of the Annual Offshore Technology Conference
Volume:
1
Pages:
797-808
Publication date:
1999-01-01
ISSN:
0160-3663
URN:
uuid:72e5946d-26ea-4d9e-86e1-8e8ba54e1239
Source identifiers:
125375
Local pid:
pubs:125375
Language:
English

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