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A simplified mechanically based model for predicting partially drained behaviour of penetrometers and shallow foundations

Abstract:

An analytical model is described for the behaviour of shallow foundations subjected to partially drained vertical penetration. The model is based on a simplified mechanical approach, allowing the calibration of model parameters for different foundation shape, size and soil conditions. As shown through simple examples, the resulting model exhibits (with some limitations) behaviour that closely resembles that obtained from geotechnical centrifuge experiments of a T-bar penetrometer and a circul...

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Publication status:
Published

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Publisher copy:
10.1680/geolett.11.00031

Authors


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Institution:
University of Oxford
Division:
MPLS
Department:
Engineering Science
Sub department:
Civil Engineering
Role:
Author
Journal:
GEOTECHNIQUE LETTERS
Volume:
1
Issue:
3
Pages:
65-69
Publication date:
2011-01-01
DOI:
EISSN:
2045-2543
ISSN:
2049-825X
Source identifiers:
245989
Language:
English
Keywords:
Pubs id:
pubs:245989
UUID:
uuid:add0adf8-974f-46de-a7db-82cd7ff7fd0a
Local pid:
pubs:245989
Deposit date:
2013-02-20

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