A unified mechanical and retention model for saturated and unsaturated soil behaviour
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/s11440-016-0497-x.pdf
Reference53 articles.
1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Géotechnique 40(3):405–430
2. Alonso EE, Olivella S, Pinyol NM (2005) A review of Beliche Dam. Géotechnique 55(4):267–285
3. Alonso EE, Pinyol NM, Gens A (2013) Compacted soil behaviour: initial state, structure and constitutive modelling. Géotechnique 63(6):463–478
4. Bishop AW (1959) The principle of effective stress. Teknisk Ukeblad 39:859–863
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 193:5301–5338
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