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Influence of rate of porepressure generation on the stress–strain behaviour of soils
Author(s) -
Hicks M. A.,
Smith I. M.
Publication year - 1986
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.1620220307
Subject(s) - geotechnical engineering , soil water , software deployment , boundary value problem , stress (linguistics) , boundary (topology) , geology , stress–strain curve , mathematics , soil science , engineering , deformation (meteorology) , mathematical analysis , philosophy , linguistics , software engineering , oceanography
In a previous publication 1 it was suggested that the most fruitful area for the deployment of ‘complicated’ soil models—i.e. those involving more than, say, 6 parameters—lay in analyses of undrained and partially drained problems. The present paper extends previous drained and undrained analyses to the partially drained state, for two rather simple boundary value problems.