Uniqueness and existence in plasticity models for unsaturated soils
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s11440-013-0261-4.pdf
Reference44 articles.
1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Geotechnique 40:405–430
2. Alonso EE, Pereira JM, Vaunat J, Olivella S (2010) A microstructurally based effective stress for unsaturated soils. Géotechnique 60(12):913–925
3. Bigoni D, Hueckel T (1991) Uniqueness and localization—I. Associative and non-associative elastoplasticity. Int J Solids Struct 28(2):197–213
4. Bishop AW, Blight GE (1963) Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13(3):177–197
5. Borja RI (2004) Cam-Clay plasticity. Part V: a mathematical framework for three-phase deformation and strain localization analyses of partially saturated porous media. Comput Methods Appl Mech Eng 193(48):5301–5338
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