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A kinematic hardening based model for unsaturated soils considering different hydraulic conditions
Mohammad Maleki and Hassan Pouyan International Journal for Numerical and Analytical Methods in Geomechanics 40(16) 2271 (2016) https://doi.org/10.1002/nag.2539
Constitutive modelling of cohesionless soils and interfaces with various internal states: An elasto-plastic approach
Simulating the effects of induced anisotropy on liquefaction potential using a new constitutive model
H. Than Trong Tran, H. Wong, Ph. Dubujet and T. Doanh International Journal for Numerical and Analytical Methods in Geomechanics 38(10) 1013 (2014) https://doi.org/10.1002/nag.2246
Elastoplastic model with loading memory surfaces (LMS) for monotonic and cyclic behaviour of geomaterials
Hervé di Benedetto, Matthieu Blanc, Samir Tiouajni and Alan Ezaoui International Journal for Numerical and Analytical Methods in Geomechanics 38(14) 1477 (2014) https://doi.org/10.1002/nag.2265
Benchmark of constitutive models for unsaturated soils
Development in modeling cyclic loading of sands based on kinematic hardening
Mohammad Maleki, Bernard Cambou and Philppe Dubujet International Journal for Numerical and Analytical Methods in Geomechanics 33(14) 1641 (2009) https://doi.org/10.1002/nag.783
A cyclic elastoplastic-viscoplastic constitutive model for soils
Adaptation of existing behaviour models to unsaturated states: application to CJS model
Jean‐Michel Pereira, Henry Wong, Philippe Dubujet and Patrick Dangla International Journal for Numerical and Analytical Methods in Geomechanics 29(11) 1127 (2005) https://doi.org/10.1002/nag.453
Analyse tridimensionnelle en différences finies de l'interaction entre une structure en béton et le creusement d'un tunnel à faible profondeur: 3D-finite difference analysis of the interaction between concrete building and shallow tunnelling