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RELATION BETWEEN THE DEFECT DISTRIBUTION AND STRESSES. THE GLACIER MOTIONTEISSEYRE R.1978; ACTA GEOPHYS. POLON.; POL; DA. 1978; VOL. 26; NO 4; PP. 283-290; ABS. POL; BIBL. 6 REF.Article

COEFFICIENTS DE REFLEXION ET DE REFRACTION DANS LE CAS DE MILIEUX ELASTOLIQUIDES EN COUCHESMOLOTKOV LA.1976; ZAP. NAUCH. SEMINAR. L.O.M.I.; S.S.S.R.; DA. 1976; VOL. 62; PP. 154-167; ABS. ANGL.; BIBL. 6 REF.Article

PLASTIC STATE AND DETERIORATION OF ROCKS. I. BOUNDARY CONDITIONS OF ROCK PLASTICITY.ASSZONYI C; RICHTER R.1975; ACTA GEOD. GEOPHYS. MONTANIST. ACAD. SCI. HUNGAR.; HONGR.; DA. 1975 PARU 1976; VOL. 10; NO 4; PP. 389-420; ABS. RUSSE; BIBL. 11 REF.Article

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

Elasto-plastic modelling of strain-softening behavior for soilGUO, R.-P; LI, G.-X; SAKAJO, S et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 89-92, isbn 90-5809-055-8Conference Paper

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

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

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

YIELD CONDITIONS FOR LAYERED COMPOSITESSAWICKI A.1981; INT. J. SOLID STRUCT.; ISSN 0020-7683; USA; DA. 1981; VOL. 17; NO 10; PP. 969-979; BIBL. 26 REF.Article

DILATATION D'UNE CAVITE GAZEUSE DANS UN MILIEU ELASTOPLASTIQUE SATURE EN EAU ET EN GAZLOVETSKIJ EE; MASLENNIKOV AM; FETISOV VS et al.1979; P.M.T.F.; SUN; DA. 1979; NO 1; PP. 137-142; BIBL. 6 REF.Article

Les micromécanismes de déformations plastiques dans un sol granulaireCAMBOU, B.Revue française de géotechnique. 1985, Num 31, pp 39-51, issn 0181-0529Article

Prediction of elasto-plastic consolidation behaviour = Prédiction du comportement de consolidation élasto-plastiqueASAOKA, A.International conference on soil mechanics and foundation engineering. 11. 1985, pp 2159-2162Conference Paper

Une solution semi-analytique d'un problème de plasticité non-associée des sols = A semi-analytical solution of a non-associated plasticity problem for soilsBOUSSHINE, L; CHAABA, A; DE SAXCE, G et al.La Revue marocaine du génie civil. 2000, Num 85, pp 2-6, issn 0851-7916, 5 p.Article

An elastoplastic-viscoplastic model for soilsMALEKI, M; CAMBOU, B; FARSI, M et al.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 15-20, isbn 90-5809-095-7Conference Paper

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