Mechanical behaviour of asphalt concrete = Comportement mécanique de béton asphaltéTROOST, E.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 233-240, 8 p.Conference Paper

Numerical modeling of rockburst = Modélisation numérique de coup de chargeBARDET, J.P.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 311-318, 8 p.Conference Paper

Tangential plasticity = La plasticité tangentielleHASHIGUCHI, K.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 129-138, 10 p.Conference Paper

Viscoplasticity and vector processing = Viscoplasticité et traitement par vecteurHASS, W; SCHWEIGER, H.F.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 439-446, 8 p.Conference Paper

Blast loading of buried structures = Chargement dû au tir de mines dans des ouvrages enfouisSHIN, C.J; HON-YIM KO; STURE, S et al.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 340-348, 9 p.Conference Paper

Modeling of thermal failure of saturated clays = Modélisation de rupture thermique d'argiles saturéesHUECKEL, T; PELLEGRINI, R.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 81-90, 10 p.Conference Paper

Numerical modelling of saturation shrinkage = Modélisation numérique de la contraction de matériaux saturésNAYLOR, D.J; SIU-LEUNG TONG; AMIR SHAHKARAMI, A et al.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 636-648, 13 p.Conference Paper

A parametric study of Cam-clay = Etude des paramètres d'argile de CamTAM, H.K; WOODS, R.I.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 264-271, 8 p.Conference Paper

Failure of slopes under dynamic loading = Rupture de talus sous l'effet de chargement dynamiqueKOUTSABELOULIS, N.C.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 358-366, 9 p.Conference Paper

Simulations of Prevost's pressure sensitive model = Simulations de modèle sensible de pression de PrevostAHMED DERRADJI-AOUAT; EVGIN, E.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 256-263, 8 p.Conference Paper

A multilaminate model for sands = Un modèle à lamines multiples pour les sablesSADREJAD, S.A; PANDE, G.N.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 17-27, 11 p.Conference Paper

Circular tunnel in reinforced jointed rockmass = Tunnel circulaire dans un massif rocheux diaclasé renforcéSHARMA, K.G; VARADARAJAN, A; PANDYA, A.B et al.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 524-535, 12 p.Conference Paper

Elastoplastic modelling of partially saturated soils = Modélisation élastoplastique de sols partiellement saturésGENS, A; ALONSO, E.E; JOSA, A et al.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 163-170, 8 p.Conference Paper

Stability analysis of high salt domes = Analyse de la stabilité de dôme de sel de hauteur importantePOTTLER, R.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 620-627, 8 p.Conference Paper

Analysis of creep effects in frozen soils = Analyse des effets de fluage dans les sols gelésBUDKOWSKA, B.B; FU, Q.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 171-178, 8 p.Conference Paper

Analysis of groundwater flow through revetments = Analyse de l'écoulement de l'eau souterraine à travers des revêtementsBAKKER, K.J.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 367-374, 8 p.Conference Paper

Experimentally based Bubble model for clay = Modèle de bulle pour argile basé sur expérienceAL-TABBAA, A; MUIR WOOD, D.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 91-99, 9 p.Conference Paper

Numerical modelling of reinforced unpaved roads = Modèle numérique de routes non pavées renforcéesBURD, H.J; HOULSBY, G.T.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 699-706, 8 p.Conference Paper

Geometrically nonlinear analysis of buried cylinders = Analyse non linéaire géométriquement de tubes cylindriques souterrainsMOORE, I.D; BOOKER, J.R.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 716-723, 8 p.Conference Paper

Microplane model for triaxial deformation of soils = Un modèle de microplans pour les déformations triaxiales des solsPRAT, P.C; BAZANT, Z.P.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 139-146, 8 p.Conference Paper

Plastic flow and stability of granular materials = Ecoulement plastique et stabilité des matériaux granulairesPRADEL, D; LADE, P.V.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 9-16, 8 p.Conference Paper

Viscoplascity and plasticity : Numerical stability revisted = Viscoplasticité et plasticité : Rréexamen de la stabilité numériqueSTOLLE, D.F.E; HIGGINS, J.E.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 431-438, 8 p.Conference Paper

An effective stress approach to undrained analysis = Approche des analyses non drainées par les contraintes effectivesCHAN, D.H; MORGENSTERN, N.R.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 740-750, 11 p.Conference Paper

A paralell solution of some groundwater flow problems = Une solution parallèle pour quelques problèmes d'écoulement d'eau souterraineTHOMAS, H.R; LI, C.L.W.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 472-480, 9 p.Conference Paper

A viscoelastic constitutive model for creep of frozen soil = Modèle constitutif viscoélastique pour le fluage de sol geléQUAN-XIN SUN; DOMASCHUK, L; SHIELDS, D.H et al.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 179-186, 8 p.Conference Paper