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On the incremental behaviour of granular soils
Calvetti, F.;Tamagnini, C.;Viggiani, G. Balkema 2002 p.3-10
Micromechanical model for softening and dilatation of rock joints
Misra, A. Balkema 2002 p.11-18
On failure criteria incorporating a scalar anisotropy parameter
Lydzba, D.;Pietruszczak, S. Balkema 2002 p.19-26
A new macroscopic approach for brittle damage: anisotropy and unilateral effect
Welemane, H.;Cormery, F. Balkema 2002 p.27-32
A constitutive model for North Sea Chalk: application to reservoir compaction and waterflooding
Charlier, R.;Collin, F.;Schroeder, C.;Illing, P.;Delage, P.;Cui, Y. J.;De Gennaro, V. Balkema 2002 p.33-40
Modelling principal stress rotation effects with multilaminate type constitutive models for clay
Neher, H. P.;Cudny, M.;Wiltafsky, C.;Schweiger, H. F. Balkema 2002 p.41-48
Pensee, V.;Kondo, D. Balkema 2002 p.49-54
Stress-induced anisotropy in random assemblies of oval granules
Shodja, H. M.;Nezami, E. G. Balkema 2002 p.61-66
An advanced multilaminate model for clay
Wiltafsky, C.;Messerklinger, S.;Schweiger, H. F. Balkema 2002 p.67-74