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B. F. Jezequel-j and S. D. Et, The pressuremeter and foundation engineering, p.617, 1978.

B. F. , J. J. , L. E. Et, and L. A. Mehaute, Expansion de sondes cylindriques dans les sols cohérents, pp.189-202, 1972.

B. Z. , A. A. Et, and K. R. , Endochronic Model for soils, Soil Mechanics -Transient and Cyclic Loads, pp.375-418, 1982.

B. K. Et and J. G. , A state parameter for sands, Geotechnique, pp.299-112, 1985.

B. K. , J. Mg, and H. J. Et, The critical state of sands, Geotechnique, pp.3365-381, 1991.

C. B. Et and J. K. , Modèle de comportement des sols non cohérents, Revue Française de Géotechnique, vol.44, pp.43-55, 1988.

C. J. , R. M. Et, and W. C. , Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity, Intern. Journ. of Numerical and Analytical Methods in Geomechanics, vol.3, pp.4305-322, 1979.

D. Alias, Y. F. , and H. Lr, bounding surface formulation of soil plasticity, Soil Mechanics -Transient and Cyclic Loads, Pande et OC, pp.253-282, 1982.

D. Alias, Y. F. Et, and P. E. , A model of nonlinearly hardening materials for complex loadings, Acta Mechanica, vol.21, pp.173-192, 1975.

D. F. , F. E. Et, and M. M. , Numerical modelling of undrained behaviour of very loose sands by loading paths with sharp bends, Proc. NUMOGIV, Swansea, pp.85-94, 1992.

D. J. Mokni, M. Et, M. , and F. , Tomodensitométrie et la localisation sur les sables, pp.61-64, 1991.

D. Ai and . Faruque, A generalized basis for modelling plastic behaviour of materials, Mechanics of Engineering Materials, Desai et Gallagher, pp.211-230, 1985.

G. J. Et and H. G. , Anisotropic elasticity of a natural clay, Géotechnique, vol.33, pp.2-165, 1983.

I. K. , T. F. Et, and Y. S. , Undrained deformation and liquefaction of sand under cyclic stresses, Sous and Foundations, vol.18, pp.57-72, 1975.

K. R. Et and V. Y. , Undrained behaviour of clean and silty sands, Proc. 12e ICSMFE, Rio de Janeiro, pp.91-100, 1989.

L. I. , D. Prisco-c, and N. R. Et, Etude expérimentale et analyse théorique de l'anisotropie induite du sable d'Hostun, pp.59-74, 1991.

L. K. Et and S. Hb, Drained strength characteristics of sands, J. Geotech. Eng. Div. ASCE, vol.93, issue.SM6, pp.117-141, 1967.

L. S. Magnan-ip, T. Et, and . Venas-f, Remblais sur argiles molles, p.342, 1985.

M. M. Vay-a and T. Y. Et, Cyclic behavior of pavement base materials, J. Geotech. Eng. Div. ASCE, vol.111, pp.1-17, 1985.

M. Z. Et and N. V. , Eiastoplastic and viscoplastic constitutive models for soils with application to cyclic loading, Soil Mechanics -Transient and Cyclic Loads, pp.173-218, 1982.

N. R. Et and W. D. , A constitutive model for sand in triaxial compression, Intern. Joum. of Numerical and Analytical Methods in Geomechanics, vol.3, pp.255-278, 1979.

P. M. Zienkiewicz-o and C. A. Et, Generalized plasticity model for three-dimensional sand behaviour. Workshop de Cleveland sur les lois de comportement pour les matériaux granulaires, pp.535-549, 1987.

P. M. Zienkiewicz-o and L. H. Et, Simple model for transient soil loading in earthquake analysis II Non-associative models for sands, Intern. Journ. of Numerical and Analytical Methods in Geomechanics, vol.9, pp.477-498, 1985.

P. M. Zienkiewicz-o and C. A. Et, Generalized plasticity and the modelling of soil behaviour, Intern. Journ. of Numerical and Analytical Methods in Geomechanics, vol.14, pp.151-190, 1990.

P. Hb, H. I. , and S. A. , Yielding and flow of sand in triaxial compression, Canadian Geotechnical Journal, Part, vol.13, pp.4-179, 1966.

P. Hb and S. A. Holubec-i, Yielding and flow of sand in triaxial compression, Canadian Geotechnical Journal, Part, vol.24, pp.4-376, 1967.

P. S. Castro-g and F. J. Et, Liquefaction evaluation procedure, J. Geotech. Eng. Div. ASCE, vol.Ill, pp.6772-792, 1985.

P. J. Et and H. K. , Effective stress-strain-strength model for soils, J. Geotech. Eng. Div. ASCE, vol.01, issue.GT3, pp.257-278, 1975.

R. M. Et and W. C. , An analytical solution for the consolidation around a driven pile, Intern. Journ. of Numerical and Analytical Methods in Geomechanics, vol.3, pp.217-229, 1979.

R. , K. H. Et, P. , and H. B. , A fundamental principle of similarity in model tests for earth pressure problems, Proc. 2e Conf. Asia. Mec. Sols, pp.134-140, 1963.

R. , K. H. Schofield, A. N. Et, and W. C. , On the yielding of soils, Geotechnique, pp.22-53, 1958.

S. A. , C. J. Et, and D. L. , Generalized plasticity and cyclic pressuremeter test modelling, 3e Congrès international sur "Recent advances in Geotechnical Earthquake Engineering and Soil Dynamics, 1995.

S. A. , C. J. Dormieux, L. Et, S. , and K. , Numerical simulation of a cyclic pressuremeter test, 1992.

S. A. , C. J. Dupla-j, and D. L. Et, Application of a generalized elasoplastic constitutive model to the simulation of sand behaviour, Proc. NUMOG IV, pp.73-83, 1992.

S. A. , C. J. , D. J. Et, and D. L. , Modélisation de l'essai pressiométrique cyclique -partie I, comptes-rendus du, 1990.

S. A. , C. J. , D. J. Et, and D. L. , Modélisation de l'essai pressiométrique cyclique -partie II, 1991.

S. A. , C. J. , S. K. Et, and D. L. , Simulation d'un essai pressiométrique cyclique à l'aide d'une loi élastoplastique généralisée, Proc lOeme ECSMFE, vol.l, pp.251-254, 1991.

S. A. Et and W. C. , Critical state soil mechanics, 1968.

S. H. and K. H. Lee, Liquefaction of saturated sands during cyclic loading, J. Geotech. Eng. Div. ASCE, vol.92, pp.105-134, 1966.

S. J. D-'hollander-r and K. J. Et, The liquefaction of sands, a collapse surface approach, Canadian Geotechnical Journal, vol.22, pp.564-578, 1985.

S. J. Et and O. J. Well, The behaviour of very loose sand in the triaxial compression test, Canadian Geotechnical Journal, vol.26, pp.103-113, 1988.

T. Et and I. K. , Yielding of sand in triaxial compression, Soils and foundations, pp.63-76, 1974.

T. F. Et and I. K. , Drained deformation of sand under cyclic stresses reversing direction, Soils and Foundations, pp.51-65, 1974.

T. , F. Et, and I. K. , Undrained deformation and liquefaction of sand under cyclic stresses, Soils and Foundations, vol.15, pp.29-44, 1975.

T. I. Et, I. , and K. , Effects of rotation of principal stress directions on cyclic response of sand, Mechanics of Engineering Materials, Desai et Gallagher, pp.319-333, 1985.

W. C. Et and W. D. , Analysis of the pressuremeter test allowing for volume change, Geotechnique, pp.3598-604, 1975.

Y. Y. Et and I. K. , Anisotropic deformation characteristics of sand under three dimensional stress conditions, Soils and Foundations, vol.19, pp.279-94, 1979.

Y. Y. Et and I. K. , Undrained deformation characteristics of loose sand under three-dimensional stress conditions, Soils and Foundations, pp.97-104, 1981.

Z. O. Et and B. P. , Soils and other saturated media under transient, dynamic conditions; general formulation and the validity of various simplifying assumptions, Soil Mechanics -Transient and Cyclic Loads, Pande et O.C. Zienkiewicz Eds, pp.1-16, 1982.

Z. O. , L. K. Et, and P. M. , Simple model for transient soil loading in earthquake analysis I: Basic model and its application, Intern. Journ. of Numerical and Analytical Methods in Geomechanics, vol.9, pp.453-476, 1985.