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Journal article

A generalised Winkler model for the behaviour of shallow foundations

Abstract:: A theoretical model is described for the behaviour of rigid foundations subjected to combined vertical, horizontal and moment loading. The model is based on a generalisation of the Winkler concept of subgrade reaction. Non-linearity of the stress-displacement response is introduced using the concepts of hyperplasticity, and the integration of the stresses over the foundation area is treated within this theoretical framework. The resulting model exhibits (with some limitations) behaviour that ...
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Publication status:: Published

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APA Style

Houlsby, G., Cassidy, M., & Einav, I. (2005). A generalised Winkler model for the behaviour of shallow foundations. GEOTECHNIQUE, 55(6), 449–460.

MLA Style

Houlsby, G., et al. “A Generalised Winkler Model for the Behaviour of Shallow Foundations.” GEOTECHNIQUE, vol. 55, no. 6, 2005, pp. 449–60.

Chicago Style

Houlsby, G, M Cassidy, and I Einav. 2005. “A Generalised Winkler Model for the Behaviour of Shallow Foundations.” GEOTECHNIQUE 55 (6): 449–60.
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Publisher copy:: 10.1680/geot.2005.55.6.449

Authors

+ Houlsby, G More by this author

Institution:

University of Oxford

Division:

MPLS

Department:

Engineering Science

Sub department:

Civil Engineering

Role:

Author

+ Cassidy, M More by this author

Role:

Author

+ Einav, I More by this author

Role:

Author

Bibliographic Details

Journal:: GEOTECHNIQUE
Volume:: 55
Issue:: 6
Pages:: 449-460
Publication date:: 2005-08-01
DOI:: 10.1680/geot.2005.55.6.449
EISSN:: 1751-7656
ISSN:: 0016-8505

Item Description

Language:: English
Keywords:: footings/foundations

elasticity

theoretical analysis

plasticity

bearing capacity
Pubs id:: pubs:61678
UUID:: uuid:371c16e2-ee7e-4cd4-a632-11b0307daeb6
Local pid:: pubs:61678
Source identifiers:: 61678
Deposit date:: 2012-12-19

Terms of use

Copyright date:: 2005

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

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