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The impact of constitutive laws on wellbore stability : A general reviewCHARLEZ, P.A.EUROCK'94. 1994, pp 239-249Conference Paper

Elasto-plastic, dynamic response analysis based on the Rigid-Body-Spring-Model for earth structure = Analyse des réponses dynamique et élastoplastique au moyen d'un modèle à corps rigide de la structure de la terreSUZUKI, K; SUGIMOTO, M; KAKURAI, M et al.International conference on numerical methods in geomechanics. 1985, pp 215-220Conference Paper

The choice of framework for theoretical models for soils = Choix d'une famille de modèle théorique des solsHOULSBY, G.T.International conference on soil mechanics and foundation engineering. 11. 1988, 2624Conference Paper

Uprugokhrupkaya model obrusheniya sklona, podrabotannogo vzryvomADUSHKIN, V. V; FEDOROV, A. E.Doklady Akademii nauk SSSR. 1985, Vol 284, Num 3, pp 568-570, issn 0002-3264Article

A mathematical description of elastoplastic deformation in normal-yield and sub-yield states = Description mathématique de la déformation élastoplastique dans des états de limite de plasticité normale et de sublimite de plasticitéHASHIGUCHI, K.International symposium on numerical models in geomechanics. 2. 1986, pp 17-24Conference Paper

Modèle de comportement des sols en tant que matériaux standard généralisésCAMBOU, B; N'DEKO, S; OLIVARI, G et al.Bilans et perspectives Génie Civil. Journées universitaires. 2. 1984, pp 449-459Conference Paper

PRINCIPES MATHEMATIQUES ET PHYSIQUES DES MODELES ELASTO-PLASTIQUES DES MATERIAUX GRANULAIRESWILDE P.1980; COOPERATION FRANCO-POLONAISE MECANIQUE DES SOLS - MECANIQUE DES ROCHES. COLLOQUE/1979/PARIS; FRA; PARIS: LAB. CENT. PONTS CHAUSSEES; DA. 1980; PP. 5-27; BIBL. 1 P.; ILL.Conference Paper

FINITE ELEMENT ANALYSIS OF STRAIN-SOFTENING SOILS = ANALYSE PAR ELEMENTS FINIS DE SOLS A RESISTANCE DECROISSANTE A LA DEFORMATIONMATSUMOTO T; KO HY.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A. A. BALKEMA; DA. 1982; VOL. 1; PP. 213-222; BIBL. 11 REF.; ILL.Conference Paper

KINEMATIC ELASTO-PLASTICITY FOR SOIL MECHANICS = ELASTO-PLASTICITE CINEMATIQUE POUR MECANIQUE DES SOLSMOLENKAMP F.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 145-153; BIBL. 13 REF.; ILL.Conference Paper

A THEORETICAL STUDY OF THE CYCLIC SHAKEDOWN OF LATERALLY LOADED PILES = ETUDE THEORIQUE DE L'ADAPTATION PLASTIQUE CYCLIQUE DE PIEUX A CHARGEMENT LATERALSWANE IC; POULOS HG.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; VOL. 2; PP. 853-864; BIBL. 12 REF.; 2 TAB. ; ILL./TABL.Conference Paper

AN ELASTIC-PLASTIC CONSTITUTIVE EQUATION OF SOILS AND ITS APPLICATIONS TO THE FINITE ELEMENT METHOD = UNE EQUATION CONSTITUTIVE ELASTOPLASTIQUE DES SOLS ET SON APPLICATION A LA METHODE DES ELEMENTS FINISHIRAI H; YANAGISAWA E.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 223-231; BIBL. 6 REF.; ILL.Conference Paper

ANALYSIS OF CONVERGENCE BEHIND THE FACE OF A TUNNEL = ANALYSE DE LA CONVERGENCE DERRIERE LE FRONT DE TAILLE D'UN TUNNELPANET M; GUENOT A.1982; TUNNELLING; ISSN 0143-3911; GBR; DA. 1982; NO 82; PP. 197-204; BIBL. 20 REF.; 1 TAB. ; ILL./TABL.Conference Paper

A STRESS-STRAIN RELATIONSHIP OF NORMALLY CONSOLIDATED COHESIVE SOIL UNDER GENERAL STRESS CONDITION = LA RELATION CONTRAINTE-DISTORSION D'UN SOL COHESIF NORMALEMENT CONSOLIDE SOUS DES CONDITIONS GENERALES DE CONTRAINTEOHMAKI S.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 1; PP. 29-43; BIBL. 35 REF.; 1 TAB. ; ILL./TABL.Article

ON THE SOLUTION OF PLANE STRAIN PROBLEMS FOR NON-ASSOCIATIVE SOILS = RESOLUTION DES PROBLEMES DE DEFORMATION PLANE POUR DES SOLS PULVERULENTSFRYDMAN S; BAKER R.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 535-544; BIBL. 1 P.; ILL.Conference Paper

PROPERTIES OF SOLUTIONS FOR AN ELASTO-PLASTIC MODEL OF GRANULAR MEDIA FOR INSIGNIFICANT ELASTIC STRAINS = PROPRIETES DES SOLUTIONS D'UN MODELE ELASTOPLASTIQUE DE MATERIAUX GRANULAIRES POUR DES DEFORMATIONS ELASTIQUES INFIMESWILDE P.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 653-661; BIBL. 4 REF.; ILL.Conference Paper

Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rulesTAMAGNINI, C; CASTELLANZA, R; NOVA, R et al.International Symposium on numerical models in geomechanics. 2002, pp 213-218, isbn 90-5809-359-X, 6 p.Conference Paper

A generalized hypoelastic constitutive law = Une loi rhéologique hypoélastique généraliséeKOLYMBAS, D.International conference on soil mechanics and foundation engineering. 11. 1988, 2626Conference Paper

Dynamic analysis of an offshore structure on an elastic-plastic foundation-soil system = Analyse dynamique d'un ouvrage offshore sur un système fondation-sol élastoplastiqueMUNRO, J. G. A; CUDWORTH, C. J; RODGER, A. A et al.1986, Vol 2, pp 101-123Article

Comments on Lade's isotropic double-hardening model and on unification of elasto-plastic models for soil behaviour = Remarques sur le modèle isotrope à double écrouissage de Lade et unification des modèles élastoplastiques de comportement du solMOLENKAMP, F.International workshop on constitutive relations for soils. 1984, pp 207-211Conference Paper

Application des résultats d'essais au pressiomètre de Ménard au calcul des fondationsGAMBIN, M. P.Symposium sur la pressiométrie et ses applications en mer. 1984, pp 349-358Conference Paper