G.N. Pande, University of Wales Swansea, UK. S. Pietruszczak, McMaster University, Hamilton, Ontario, Canada.

• 1. CONSTITUTIVE MODELS FOR GEOMATERIALS 1.1 Mathematical formulation 1.2 Experimental verification and validation 2. MODELLING OF INSTABILITY AND STRAIN LOCALIZATION IN GEOMATERIALS 4. MODELLING OF TRANSIENT, COUPLED AND DYNAMIC PROBLEMS 5. APPLICATION OF NUMERICAL TECHNIQUES TO PRACTICAL PROBLEMS 5.1 Tunnels and underground structures 5.2 Foundations, piles and anchors 5.3 Excavations, slopes and embankments 5.4 Simulation of laboratory/field tests 5.5 Other applications 6. MISCELLANEOUS TOPICS

G.N. Pande, University of Wales Swansea, UK. S. Pietruszczak, McMaster University, Hamilton, Ontario, Canada.

• 1. CONSTITUTIVE MODELS FOR GEOMATERIALS 1.1 Mathematical formulation 1.2 Experimental verification and validation 2. MODELLING OF INSTABILITY AND STRAIN LOCALIZATION IN GEOMATERIALS 4. MODELLING OF TRANSIENT, COUPLED AND DYNAMIC PROBLEMS 5. APPLICATION OF NUMERICAL TECHNIQUES TO PRACTICAL PROBLEMS 5.1 Tunnels and underground structures 5.2 Foundations, piles and anchors 5.3 Excavations, slopes and embankments 5.4 Simulation of laboratory/field tests 5.5 Other applications 6. MISCELLANEOUS TOPICS

G.N. Pande, University of Wales Swansea, UK. S. Pietruszczak, McMaster University, Hamilton, Ontario, Canada.

• 1. CONSTITUTIVE MODELS FOR GEOMATERIALS 1.1 Mathematical formulation 1.2 Experimental verification and validation 2. MODELLING OF INSTABILITY AND STRAIN LOCALIZATION IN GEOMATERIALS 4. MODELLING OF TRANSIENT, COUPLED AND DYNAMIC PROBLEMS 5. APPLICATION OF NUMERICAL TECHNIQUES TO PRACTICAL PROBLEMS 5.1 Tunnels and underground structures 5.2 Foundations, piles and anchors 5.3 Excavations, slopes and embankments 5.4 Simulation of laboratory/field tests 5.5 Other applications 6. MISCELLANEOUS TOPICS