A New Rate Type Constitutive Model for Geomaterials: CloE
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[1] Robert Charlier,et al. CLoE, a new rate-type constitutive model for geomaterials theoretical basis and implementation , 1994 .
[2] R. Charlier,et al. Soil Modelling with regard to consistency: CLOE, a new rate type constitutive model. , 1991 .
[3] R. Chambon,et al. Shear band analysis for granular materials: The question of incremental non-linearity , 1989 .
[4] R. Chambon. Une classe de lois de comportement incrémentalement nonlinéaires pour les sols non visqueux, résolution de quelques problèmes de cohérence , 1989 .
[5] B. Loret. Non-linéarité incrémentale et localisation des déformations: quelques remarques , 1987 .
[6] P. Royis. Formulation mathématique de lois de comportement : modélisation numérique de problèmes aux limites en mécanique des solides déformables , 1986 .
[7] Ioannis Vardoulakis,et al. GEOMETRIC SOFTENING IN TRIAXIAL TESTS ON GRANULAR MATERIAL , 1982 .
[8] Ioannis Vardoulakis,et al. Shear band inclination and shear modulus of sand in biaxial tests , 1980 .
[9] H.A.M. van Eekelen,et al. Isotropic yield surfaces in three dimensions for use in soil mechanics , 1980 .
[10] J. R. F. Arthur,et al. Induced anisotropy in a sand , 1977 .
[11] J Lanier. ETUDE EXPERIMENTALE DES LOIS DE COMPORTEMENT EN GRANDES DEFORMATIONS A L'AIDE D'UNE PRESSE REELLEMENT TRIDIMENSIONNELLE , 1976 .
[12] B. K. Menzies,et al. Inherent anisotropy in a sand , 1972 .
[13] W. M. Kirkpatrick,et al. On the Interpretation of the Triaxial Test , 1968 .
[14] A. Bishop,et al. The Influence of End Restraint on the Compression Strength of a Cohesionless Soil , 1965 .
[15] R. Hill. Acceleration waves in solids , 1962 .