A constitutive equation for normally consolidated clay", Soils and Foundations Japanese Society of Soil Mechanics and Foundation Engineering, pp.55-73, 1974. ,
Numerical algorithm for an el as topi astic constitutive equation with two yield surfaces, Third International Conference on Numerical Methods in Geomechani cs, 1979. ,
Deformation and strength characteristics of soft Bangkok clay, ASCE, p.9, 1978. ,
Loi incrémentale pour les sols et application par la méthode des éléments finis, 1977. ,
Comportement d'un écran et d'un pieu : essais, calculs, Comptes rendus du 9e Congrès International de Mécanique des Sols, 1977. ,
Méthode de prévision des pressions interstitielles, 1979. ,
Incremental stress-strain relationship for cohesionless soil, Proc. 2nd Int. Conf. Numerical Methods in Geomechanics, 1976. ,
Material model for granular soil, ASCE, vol.97, issue.3, 1971. ,
Generalized cap model for geological materials, ASCE, p.7, 1976. ,
Soil mechanics and work-hardening theories of plasticity, ASCE, vol.122, pp.338-346, 1957. ,
An el as topi astic s tress-strain relationship for cohesionless soil, Sp. Session 9 Int. Conf. on Soil Mec. and Found. Eng, 1977. ,
The yielding behaviour of particulate media, Canadian Geotechnique Journal, vol.10, 1973. ,
Plasticity model for cyclic behaviour of sands, rd Int. Conf. on Numerical Methods in Geomechanics, 1979. ,
Finite elements analysis of strain softening clay, 1972. ,
Stress-strain behaviour of sand, ASCE, p.4, 1976. ,
Development of mathematical material models, 1968. ,
Volumes changes in drained triaxial tests on granular materials, Geotechnique, pp.2-74, 1957. ,
Effective stress-strain strength model for soils, ASCE, p.3, 1975. ,
Analysis of pressuremeter in strain softening soil, ASCE, p.8, 1975. ,
Soil mech. and plasticity of strain softening, Géotechnique, issue.2, 1975. ,
On the yielding of soils, Géotechnique, vol.1, 1958. ,
Yielding of clays in states wetter than critical, Géotechnique, vol.3, pp.211-240, 1963. ,
Yielding of sand in triaxial compression, Soils and Foundations, vol.14, issue.2, 1974. ,
The use of strain energy as a yield and creep criterion for lightly over consolidated clays, Géotechnique, vol.29, pp.285-303, 1979. ,
A s tres s-strain relationship for the shearing behaviour of sand, 1965. ,
An induced failure of a trial embankment, Part. II, Finite element computations, Proc. ASCE, Sp. Conf. on performance of eaeth and earth supported structures, 1972. ,
Cap model guided by energy concept, ASCE, p.2, 1979. ,
Finite element analysis of stress distribution, included fracture and post-failure behaviour along a shear zone in rock, 1979. ,
Analyse convexe et problèmes variationnels, 1974. ,
Une méthode d'analyse des problêmes de contact en géomécanique, Note interne L.C.P.C, 1977. ,
Etude par éléments finis de quelques critères de plasticité orientés, Congrès G.A.M.N.I, 1980. ,
A Model for the Mechanics of Jointed Rock, 1968. ,
Duplication of Dilantancy in Analysis of Jointed Rocks, 1972. ,
Finite Element Analysis for Discontinuous Rocks, Numerical Methods in Geotechnical Engineering, 1977. ,
Calcul de massifs en é1 as topi as tici té. Applications à la mécanique des roches et des sols, Bull. Liaison Labo. P. et Ch, vol.69, 1397. ,
Deformabi 1 ity of joints and its relation to rock foundation settlements, Canadian Geotechnical Journal, vol.15, pp.239-249, 1978. ,
On joint interface elements and associated problems of numerical 111 -Conditioning, Int. Journ. Num. Anal. Methods in Geomechanics, vol.3, pp.293-300, 1979. ,
Méthode numérique de simulation du contact entre une structure et un sol ël astopl as tique, 1979. ,
Analysis of non linear problems in rock systems, Proceedings of the 2 nd Congress of the International Society for Rock Mechanics, 1970. ,
The finite element method in engineering science, 1971. ,
avec respectivement c' = 25 kPa et <¿> ' = 35°, c' = 0 et f ' = 25 e , c' = 25 kPa et <t' = 21°.-Pour la zone 3 et le calcul (2) les caractéristiques de plasticité sont les mêmes que pour la zone A ,
qui n'est pas maillé, est prise en compte par l'application d'un chargement de forces de surface. Deux incréments de calculs ont été faits dans tous les cas. Le premier correspond à une hauteur de remblai de 3 m sous crête, le second à une hauteur de 5 ra ,
Rupture d'un remblai expérimental sur versant dans le, 1980. ,
Etude par éléments finis de quelques critères de plasticité orientés, Congr. ? G.A.M.N.I, 1980. ,