Wheeler, SJ and 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.Full text not available in this repository. (Request a copy from the Strathclyde author)
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 p(c). A practical procedure is suggested for selecting a value for the important model parameter p(c) 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. Copyright (C) 2002 John Wiley Sons, Ltd.
|Keywords:||geomechanics, civil engineering, barcelona basic model, soils, environmental resources, numerical modelling, Engineering (General). Civil engineering (General), Geotechnical Engineering and Engineering Geology, Mechanics of Materials, Materials Science(all), Computational Mechanics|
|Subjects:||Technology > Engineering (General). Civil engineering (General)|
|Department:||Faculty of Engineering > Civil and Environmental Engineering|
|Depositing user:||Strathprints Administrator|
|Date Deposited:||03 Jul 2007|
|Last modified:||06 Jan 2017 03:13|