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

Martin, CM; Houlsby, GT

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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APA Style

Martin, C. M., & Houlsby, G. T. (1999). Jackup units on clay: structural analysis with realistic modelling of spudcan behaviour. Proceedings of the Annual Offshore Technology Conference, 1, 797–808.

MLA Style

Martin, C. M., and G. T. Houlsby. “Jackup Units on Clay: Structural Analysis with Realistic Modelling of Spudcan Behaviour.” Proceedings of the Annual Offshore Technology Conference, vol. 1, Offshore Technol Conf, 1999, pp. 797–808.

Chicago Style

Martin, CM, and GT Houlsby. 1999. “Jackup Units on Clay: Structural Analysis with Realistic Modelling of Spudcan Behaviour.” Proceedings of the Annual Offshore Technology Conference 1: 797–808.
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+ Martin, CM More by this author

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+ Houlsby, GT More by this author

Institution:

University of Oxford

Department:

Oxford, MPLS, Engineering Science, Civil Engineering

Role:

Author

Bibliographic Details

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

Item Description

Language:: English

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License:: Terms and Conditions of Use for Oxford University Research Archive

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