J. R. Arthur and B. K. Et-menzies, Inherent anisotropy in a sand, G??otechnique, vol.22, issue.1, pp.115-128, 1972.
DOI : 10.1680/geot.1972.22.1.115

F. Bahda, A. Saïtta, J. Canou, and J. C. Et-dupla, Modelling of initial and induced anisotropy in sand, Proc. Num. Models in Geomech. NUMOG V, Davos, Pande et Pieîruszczak eds, pp.125-131, 1995.

. P. Bazantz, A. M. Ansal, and R. J. Et-krizek, Endochronic model for soils. Soil Mech.-Transient and Cyclic Loads, pp.375-418, 1982.

K. Been, B. H. Colin, J. H. Crooks, S. W. Fitzpatrick, M. G. Jefferies et al., Back analysis of the Nerlerk berm liquefaction slides: Discussion, Canadian Geotechnical Journal, vol.24, issue.1, pp.1-170, 1987.
DOI : 10.1139/t87-020

K. Been and M. G. Et-jefferies, A state parameter for sands, Géoîechnique, vol.35, pp.2-99, 1985.

K. Been, M. Jefferies, G. Hachey, and J. , The critical state of sands, G??otechnique, vol.41, issue.3, pp.365-382, 1991.
DOI : 10.1680/geot.1991.41.3.365

B. Cambou and J. Et-lanier, Induced anisotropy in cohesionless soil: Experiments and modelling, Computers and Geotechnics, vol.6, issue.4, pp.291-311, 1988.
DOI : 10.1016/0266-352X(88)90071-7

J. Canou, A. Bahloul, A. Attar, and L. Et-piffer, Evaluation of a liquefaction criterion for a loose sand, Proc. 10 îh World Conf. on Earthquake Eng, pp.1367-1372, 1992.

A. Casagrande, Characteristics of Cohesionless soils affecting the Stability of Slopes and Earth Fills, Journal of the Boston Society of Civil Engineers, 1936.

R. Bibliographiques-casagrande and A. , Liquefaction and cyclic deformation of sands. A critica! review, 1976.

A. Casagrande and N. Et-carrillo, Shear failure of anisotropic materials, Proc. Boston Society of Civil Eng, vol.31, pp.74-87, 1944.

G. Castro, Liquefaction of sands, 1969.

G. Castro, J. Enos, J. W. L-"-france, and S. J. Et-pouios, Liquefaction induced by cyclic loading, National Science Foundation, p.82018, 1982.

G. Castro and S. J. Et-pouios, Factors affecting liquefaction and cyclic mobility, J. Geotech. Eng. Div. ASCE, vol.103, pp.6-501, 1977.

J. C. Chern, Undrained response of saturated sands with emphasis on liquefaction and cyclic mobility, p.213, 1985.

. R. Colee, The behaviour of soils in the simple shear apparatus, 1967.

Y. F. Dafalias and E. P. Et-popov, Ein Modell f???r Werkstoffe mit nichtlinearer Verfestigung unter zusammengesetzter Belastung, Acta Mechanica, vol.8, issue.3, pp.173-192, 1975.
DOI : 10.1007/BF01181053

. Darvef, Contribution à la détermination de la loi rhéoîogique incrémentale des sols, 1974.

F. Darve, Liquefaction phenomenon: Modelling, stability and uniqueness. Proc. Verifications of numerical procedures for the analysis of soil liquefaction problems, Anulanandan and Scott eds, pp.1305-1319, 1994.
DOI : 10.1108/02644409610151539

D. C. Drucker, A more fundamental approch to stress-strain relations, Proc. first U.S. National Cong. Of Applied Mechanics, ASME, pp.487-491, 1951.

W. D. Finn, P. L. Bransby, and D. J. Pickering, Effect of strain history on liquefaction of sand, Proc. J. Geotech. Eng. Div. ASCE, vol.96, pp.6-1917, 1970.

E. Flavigny, J. Desrues, and B. Et-palayer, Note technique : Le sable d'Hostun RF. Revue Française de Géotechnique, pp.67-70, 1990.

J. Graham and G. T. Et-houlsby, Anisotropic elasticity of a natural day, Géotechnique, vol.33, pp.2-165, 1983.

H. Hanzawa, Y. Itoh, and K. Suzuki, Shear characteristics of a quick sand in the Arabian Gulf., SOILS AND FOUNDATIONS, vol.19, issue.4, pp.1-15, 1979.
DOI : 10.3208/sandf1972.19.4_1

B. O. Hardin, The nature of stress-strain behaviour of soils, Proc. Conf. Earthquake Eng. and Soil Dynamics, pp.3-90, 1978.

C. C. Hird and F. Et-hassona, Discussion on a state parameter for sands, Géotechnique, vol.36, pp.124-126, 1985.

P. Hodge and G. , The theory of Piecewise linear isotropic plasticity, 1955.

. Holubecl, Elastic behavior of cohesionless soil, J. Geotech. Eng. Div. ASCE, vol.94, pp.3-315, 1968.

M. Huang, New developments in numerical analysis of dynamics and static soil problems Calcul numérique de problèmes de consolidation élastoplasîique, Swansea. Références bibliographiques Hujeux J. C, vol.250, 1979.

M. Hyodo, H. Murata, N. Yasufuku, and T. Et-fujii, Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests., SOILS AND FOUNDATIONS, vol.31, issue.3, pp.60-76, 1991.
DOI : 10.3208/sandf1972.31.3_60

M. Hyodo, H. Tanimizu, N. Yasufuku, and H. Et-murata, Undrained cyclic and monotonie triaxial behaviour of saturated loose sand. Soils and Foundations, pp.19-32, 1994.

K. Ishihara, Liquefaction and flow failure during earthquakes, G??otechnique, vol.43, issue.3, pp.315-415, 1993.
DOI : 10.1680/geot.1993.43.3.351

K. Ishihara, F. Tatsuoka, and S. Et-yasuda, Undrained deformation and liquefaction of sand under cyclic stresses., SOILS AND FOUNDATIONS, vol.15, issue.1, pp.57-72, 1975.
DOI : 10.3208/sandf1972.15.29

K. Ishihara, S. Et-okada, K. Ishihara, T. Kokusho, and M. L. Et-silver, Effects of large preshearing on cyclic behavior of sand. Soil Mechanics and Foundation Eng Recent developments in evaluation liquefaction characteristics of loca! soils. 7 th Lecture Meeting, pp.2-18, 1982.

A. Ishlinski, General theory of plasticity with linear strain hardening, Ukr. Mat. Zh, vol.6, p.314, 1954.

. G. Jefferiesm, Nor-Sand: a simle critical state model for sand, G??otechnique, vol.43, issue.1, pp.91-100, 1993.
DOI : 10.1680/geot.1993.43.1.91

. T. Koîterw, General theorems for elastoplastic solids Progress in soil mechanics, pp.165-221, 1960.

R. L. Kondner and J. S. Et-zeiasko, A hyperbolic stress-strain formulation for sands, Proc. 2 Pan American Conf. Soil Mechanics, pp.289-324, 1963.

J. M. Konrad, Minimum Undrained Strength of Two Sands, Journal of Geotechnical Engineering, vol.116, issue.6, pp.6-932, 1990.
DOI : 10.1061/(ASCE)0733-9410(1990)116:6(932)

J. M. Konrad, Minimum Undrained Strength Versus Steady???State Strength of Sands, Journal of Geotechnical Engineering, vol.116, issue.6, pp.948-963, 1990.
DOI : 10.1061/(ASCE)0733-9410(1990)116:6(948)

J. M. Konrad, Undrained response of loosely compacted sands during monotonie and cyclic compression tests. Géotechnique, Vo!, pp.69-89, 1993.
DOI : 10.1680/geot.1993.43.1.69

S. L. Kramer and B. Et-seed, Initiation of soi! liquefaction under static loading conditions, Proc. J. Geotech. Eng. Div. ASCE, vol.114, pp.4-412, 1988.

P. V. Lade, Prediction of undrained behavior of sand, J. Geotech. Eng. Div. ASCE, vol.104, pp.721-735, 1978.

P. V. Lade, Static Instability and Liquefaction of Loose Fine Sandy Slopes, Journal of Geotechnical Engineering, vol.118, issue.1, pp.51-71, 1992.
DOI : 10.1061/(ASCE)0733-9410(1992)118:1(51)

P. V. Lade, Instability and liquefaction of granular materials, Computers and Geotechnics, vol.16, issue.2, pp.123-151, 1994.
DOI : 10.1016/0266-352X(94)90018-3

P. V. Lade and J. M. Et-duncan, Elastoplastic stress-strain theory for cohesionless soil, Proc. J. Soil Mechanics and Foundations Div. ASCE, vol.102, pp.1-51, 1975.
DOI : 10.1016/0020-7683(77)90073-7

P. V. Lade and S. Hernandez, Membrane penetration effects in undrained tests, J. Geotech. Eng. Div. ASCE, vol.103, pp.109-125, 1977.

P. V. Lade, R. B. Nelson, and Y. M. Et, Nonassociated Flow and Stability of Granular Materials, Journal of Engineering Mechanics, vol.113, issue.9, pp.1302-1318, 1987.
DOI : 10.1061/(ASCE)0733-9399(1987)113:9(1302)

K. Lee and H. B. Et-seed, Dynamic strength of anisotropicaliy consolidated sand. Soil Mechanics and Foundations Divisions, ASCE, vol.93, pp.5-117, 1967.

. Loretb, Formulation d'une loi de comportement éSastoplastique des milieux granulaires, Thèse de Doctorat, 1981.

. Loretb, Problèmes numériques et théoriques de la géomécanique, 1986.

M. P. Luong, Phénomènes cycliques dans les sols pulvérulents. Revue Française de Géotechnique, pp.39-53, 1980.

!. J. Mande, Propriétés mécaniques des matériaux, 1978.

W. F. Marcuson, M. E. Hynes, and A. G. Et-franklin, Evaluation and Use of Residual Strength in Seismic Safety Analysis of Embankments, Earthquake Spectra, vol.6, issue.3, p.212, 1990.
DOI : 10.1193/1.1585586

G. R. Martin, W. D. Finn, and H. B. Seed, Effect of system compliance on liquefaction tests, J. Geotech. Eng. Div. ASCE, vol.104, pp.463-479, 1978.

M. Mohkam, Contribution à l'étude expérimentale et théorique du comportement des sables sous chargements cycliques, Thèse de Doctorat, 1983.

D. Negussey and M. S. Et-islam, Uniqueness of steady state and liquefaction potential, Canadian Geotechnical Journal, vol.31, issue.1, pp.132-139, 1994.
DOI : 10.1139/t94-015

P. L. Newland and B. H. Et-alley, Volume Changes During Undrained Triaxial Tests on Saturated Dilatant Granular Materials, G??otechnique, vol.9, issue.4, pp.4-174, 1959.
DOI : 10.1680/geot.1959.9.4.174

M. Pastor, O. C. Zienkiewicz, and A. H. Et-chan, Generalized plasticity and the modelling of soil behaviour, International Journal for Numerical and Analytical Methods in Geomechanics, vol.114, issue.3, pp.151-190, 1990.
DOI : 10.1002/nag.1610140302

H. B. Poorooshab, Deformation of sand in triaxial compression, Proc. of 4 th Asian Regional Conf. on Soil Mech. and Found. Eng, pp.63-66, 1971.

S. J. Poulos, G. Castro, and J. W. Et-france, Liquefaction Evaluation Procedure, Journal of Geotechnical Engineering, vol.111, issue.6, pp.772-792, 1985.
DOI : 10.1061/(ASCE)0733-9410(1985)111:6(772)

S. J. Poulos, G. Castro, and J. W. Et-france, Liquefaction Evaluation Procedure, Journal of Geotechnical Engineering, vol.111, issue.6, pp.232-256, 1988.
DOI : 10.1061/(ASCE)0733-9410(1985)111:6(772)

J. H. Prévost, Plasticity theory for soil stress behaviour, J. Geotech. Eng. Div. ASCE, vol.104, pp.8-1075, 1978.

J. H. Prévost and K. Et-hoëg, Effective stress-strain-strength model for sous, J. Geotech. Eng. Div. ASCE, vol.101, pp.257-278, 1975.

K. V. Ramana and V. S. Et-raju, Membrane penetration in triaxial tests, J. Geotech. Eng. Div. ASCE, vol.108, p.2, 1982.

K. H. Roscoe, A. N. Schofieid, and C. A. Et-wroth, On The Yielding of Soils, G??otechnique, vol.8, issue.1, pp.22-53, 1958.
DOI : 10.1680/geot.1958.8.1.22

. W. Rowep, Theoretical meaning and observed values of deformation parameter for soil. Stress-strain behavior of soils, Proc. Roscoe Memorial Symposium, 1971.

S. Sasitharan, P. K. Robertson, D. C. Sego, and N. R. Et-morgenstern, Collapse behavior of sand, Canadian Geotechnical Journal, vol.30, issue.4, pp.569-577, 1993.
DOI : 10.1139/t93-049

R. Bibliographiques-schofield, A. N. Et-wroth, and C. P. , Critical state soi! mechanics, 1968.

A. W. Skempton, The pore pressure coefficients A and B. Géotechnique, 1954.

J. A. Sladen and G. Handford, A potential systematic error in laboratory testing of very loose sands, Canadian Geotechnical Journal, vol.24, issue.3, pp.462-466, 1987.
DOI : 10.1139/t87-058

J. A. Sladen, R. D. D-'hollander, J. Krahn, and D. E. Mitchell, Back analysis of the Nerlerk berm liquefaction slides, Canadian Geotechnical Journal, vol.22, issue.4, pp.579-588, 1985.
DOI : 10.1139/t85-077

!. A. Smith, Stress and strain in a sand mass adjacent to a model wall, 1972.

M. A. Stroud, The behaviour of sand at low stress levels in the simple shear apparatus, 1971.

F. Tatsuoka and K. Et-ishihara, Drained deformation of sand under cyclic stresses reversing direction., SOILS AND FOUNDATIONS, vol.14, issue.3, pp.51-65, 1974.
DOI : 10.3208/sandf1972.14.3_51

F. Taîsuoka and . Et, YIELDING OF SAND IN TRIAXIAL COMPRESSION, SOILS AND FOUNDATIONS, vol.14, issue.2, pp.63-76, 1974.
DOI : 10.3208/sandf1972.14.2_63

F. Tatsuoka and K. Et-ishihara, Undrained deformation and liquefaction of sand under cyclic stresses, Soils and Foundations, vol.15, issue.1, pp.29-44, 1975.

. P. Vaidy and J. C. Et-chern, Mechanism of deformation during cyclic undrained loading of saturated sands. Soil Dynamic and Earthquake Eng, pp.171-177, 1983.

Y. P. Vaid and J. C. Et-chern, Cyclic and monotonie undrained response of saturated sands, Proc. Advances in the Art of Testing Soils Under Cyclic Conditions, pp.120-147, 1985.

Y. P. Vaid, R. H. Kuerbis, and J. C. Et-chern, Static liquefaction of sands and silty sands, Proc. 43 rd Canadian Geotechnical Conf, pp.247-256, 1990.

P. A. Vermeer, A double hardening model for sand, G??otechnique, vol.28, issue.4, pp.413-433, 1978.
DOI : 10.1680/geot.1978.28.4.413

P. A. Références-bibliographiques-vermeer, Formulation and analysis of sand deformation problems, Report, 0195.

P. Wilde, Two invariants-dependent models of granular media, Archives of Mechanics, vol.29, issue.6, pp.799-809, 1977.

Y. Yamada and K. Et-ishihara, Undrained deformation characteristics of loose sand under three-dimensional stress conditions., SOILS AND FOUNDATIONS, vol.21, issue.1, pp.97-107, 1981.
DOI : 10.3208/sandf1972.21.97

O. C. Zienkiewicz, K. H. Leung, and M. Et-pastor, Simple model for transient soil loading in earthquake analysis. I. Basic model and its application, International Journal for Numerical and Analytical Methods in Geomechanics, vol.2, issue.5, pp.453-476, 1985.
DOI : 10.1002/nag.1610090505

O. C. Zienkiewicz and Z. Et-mroz, Generalized plasticity formulation and applications to geomechanics, Mechanics of Engineering Materials, pp.655-679, 1984.
DOI : 10.1007/978-94-009-7895-9_3

M. Zytynski, M. F. Randolph, R. Nova, and C. P. Et-wroth, On modelling the unloading-reioading behaviour of soils, Int. J. for Numerical and Analytical Methods in Geomechanics, issue.2, pp.87-94, 1978.

A. Annexe, . Sable-o-'hostun-rf, and . £@bullet, Résuitats des essais cycliques à force contrôlée ESSAI CC20C-I