Modelling Pre- and Post-localisation Responses in Partially Saturated Soils
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9722-0_164
Reference22 articles.
1. 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
2. Buscarnera G, Nova R (2011) Modelling instabilities in triaxial testing on unsaturated soil specimens’. Int J Numer Anal Meth Geomech 35:179–200
3. Callari C, Armero F, Abati A (2010) Strong discontinuities in partially saturated poroplastic solids’. Comput Methods Appl Mech Eng 199(23–24):1513–1535
4. Ehlers W, Graf T, Ammann M (2004) Deformation and localization analysis of partially saturated soil. Comput Methods Appl Mech Eng 193:27–29, 2885–2910
5. Higo Y, Oka F, Kimoto S, Sanagawa T, Matsushima Y (2011) Study of strain localization and microstructural changes in partially saturated sand during triaxial tests using microfocus X-ray CT. Soils Found 51:95–111
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