Comments on use of the Barcelona Basic Model for unsaturated soils

Wheeler, S.J., Gallipoli, D. and Karstunen, M. (2002) Comments on use of the Barcelona Basic Model for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics, 26(15), pp. 1561-1571. (doi:10.1002/nag.259)

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Publisher's URL: http://dx.doi.org/10.1002/nag.259

Abstract

The paper discusses some aspects of the Barcelona Basic Model (BBM), which is one of the most widely used elasto-plastic models for unsaturated soils. In addition to modelling those unsaturated soils where the collapse potential increases with increasing net stress (as envisaged by the original authors), the BBM can also be used to model soils where the collapse potential decreases with increasing net stress, by selecting suitable values for the model parameters r and pc. A practical procedure is suggested for selecting a value for the important model parameter pc from laboratory test data. Problems with use of the BBM are discussed, including the difficulty of correctly matching the locations of the normal compression lines for different values of suction and the possibility of non-convexity of the yield curve.

Item Type:Articles
Status:Published
Refereed:Yes
Glasgow Author(s) Enlighten ID:Gallipoli, Dr Domenico and Wheeler, Professor Simon
Authors: Wheeler, S.J., Gallipoli, D., and Karstunen, M.
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
College/School:College of Science and Engineering > School of Engineering > Infrastructure and Environment
Journal Name:International Journal for Numerical and Analytical Methods in Geomechanics
ISSN:0363-9061

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