ON DISCRETE STRESS RATE SENSITIVITY IN PIECEWISE MODELLING OF CYCLIC LOADING OF SOLIDSHUECKEL T.1981; J. MEC.; ISSN 0021-7832; FRA; DA. 1981; VOL. 20; NO 2; PP. 365-378; ABS. FRE; BIBL. 23 REF.Article

IDENTYFIKACJA MODELU MATERIALU ZIARNISTEGO O WZMOCNIENIU GESTOSCIOWYN W ZAKRESIE ZAGESZCZANIAHUECKEL T.1978; ARCH. HYDROTECH.; POL; DA. 1978; VOL. 25; NO 3; PP. 373-392; ABS. RUS/ENG; BIBL. 14 REF.Article

DESCRIPTION DE L'ELASTICITE NON LINEAIRE DES MILIEUX GRANULAIRESHUECKEL T.1976; MECH. TEOR. SLOSOW.; POLSKA; DA. 1976; VOL. 14; NO 3; PP. 335-345; ABS. RUSSE ANGL.; BIBL. 12 REF.Article

A MODEL FOR DILATANT ROCK BEHAVIOUR UNDER VARIABLE LOADING = UN MODELE DES VARIATIONS VOLUMIQUES D'UNE ROCHE SOUS DES CHARGES VARIABLESHUECKEL T.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 198-207; BIBL. 1 P.; ILL.Conference Paper

THE FLOW LAW FOR THE GRANULAR SOLIDS AND ROCKS WITH VARIABLE UNLOADING RULE.HUECKEL T.1977; IN: PROBL. RHEOL. MEC. SOLS. SYMP. FR.-POL. 2; NICE; 1974; VARSOVIE; ED. SCI. POL.; DA. 1977; PP. 203-217; BIBL. 16 REF.Conference Paper

COUPLING OF ELASTIC AND PLASTIC DEFORMATIONS OF BULK SOLIDS.HUECKEL T.1976; MECCANINA; ITAL.; DA. 1976; VOL. 11; NO 4; PP. 227-235; ABS. ITAL.; BIBL. 17 REF.Article

ON PLASTIC FLOW OF GRANULAR AND ROCKLIKE MATERIALS WITH VARIABLE ELASTICITY MODULI. = ECOULEMENT PLASTIQUE DES MATERIAUX GRANULAIRES ET ROCHEUX AVEC DES MODULES ELASTIQUES VARIABLESHUECKEL T.1975; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1975; VOL. 23; NO 8; PP. 405-414; ABS. RUSSE; BIBL. 13 REF.Article

Dilatancy hysteresis in rocks : A generalized Ramberg-Osgood approachHUECKEL, T.Computers and geotechnics. 1991, Vol 12, Num 3, pp 209-234, issn 0266-352XArticle

AN ENGINEERING THEORY OF SOIL BEHAVIOUR IN UNLOADING AND RELOADING = THEORIE DE L'INGENIERIE DU COMPORTEMENT DES SOLS EN DECHARGEMENTS ET RECHARGEMENTSNOVA R; HUECKEL T.1981; MECCANICA; ISSN 0025-6455; ITA; DA. 1981; VOL. 16; NO 3; PP. 136-148; ABS. ITA; BIBL. 21 REF.; ILL.Article

INCREMENTAL BOUNDARY VALUE PROBLEMS IN THE PRESENCE OF COUPLING OF ELASTIC AND PLASTIC DEFORMATIONS: A ROCK MECHANICS ORIENTED THEORY.HUECKEL T; MAIER G.1977; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1977; VOL. 13; NO 1; PP. 1-15; BIBL. 20 REF.Article

ON DILATATIONAL EFFECTS OF INELASTIC GRANULAR MEDIA.HUECKEL T; DRESCHER A.1975; ARCH. MECH.; POLAND; DA. 1975; VOL. 27; NO 1; PP. 157-172; ABS. POL. RUSSE; BIBL. 19 REF.Article

Damping, cyclic strain buildup and fatigue of rocks : A generalized Ramberg-Osgood approachHUECKEL, T.Computers and geotechnics. 1991, Vol 12, Num 3, pp 235-269, issn 0266-352XArticle

SOME HYSTERESIS EFFECTS OF THE BEHAVIOUR OF GEOLOGIC MEDIAHUECKEL T; NOVA R.1979; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1979; VOL. 15; NO 8; PP. 625-642; BIBL. 31 REF.; 9 ILL.Article

Chemo-plasticity of clays subjected to stress and flow of a single contaminantHUECKEL, T.International journal for numerical and analytical methods in geomechanics. 1997, Vol 21, Num 1, pp 43-72, issn 0363-9061Article

Discretized kinematic hardening in cyclic degradation of rocks and soilsHUECKEL, T.Engineering fracture mechanics. 1985, Vol 21, Num 4, pp 923-945, issn 0013-7944Article

A model of soil behaviour in plastic and hysteretic ranges ― Part II: cyclic loading = Un modèle de comportement du sol dans les domaines de la plasticité et de l'hystérésis; Partie II: le chargement cycliqueHUECKEL, T.International workshop on constitutive relations for soils. 1984, pp 311-330Conference Paper

A UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS = APPROCHE DE LA MODELISATION DE LA LIQUEFACTION ET DE LA MISE EN CHARGE CYCLIQUE DES SABLESNOVA R; HUECKEL T.1981; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1981; VOL. 21; NO 4; PP. 13-28; BIBL. 16 REF.; ILL.Article

NONASSOCIATED AND COUPLED FLOW RULES OF ELASTOPLASTICITY FOR ROCK-LIKE MATERIALSMAIER G; HUECKEL T.1979; INTERNATION. J. ROCK MECH. MING SCI.; GBR; DA. 1979; VOL. 16; NO 2; PP. 77-92; BIBL. 35 REF.; 12 ILL.Article

Weathering of submerged stressed calcarenites: chemo-mechanical coupling mechanismsCIANTIA, M. O; HUECKEL, T.Geotechnique. 2013, Vol 63, Num 9, pp 768-785, issn 0016-8505, 18 p.Article

Chemo-mechanical consolidation of clays : Analytical solutions for a linearized one-dimensional problemKACZMAREK, M; HUECKEL, T.Transport in porous media. 1998, Vol 32, Num 1, pp 49-74, issn 0169-3913Article

Modeling of elastic anisotropy due to one-dimensional plastic consolidation of claysHUECKEL, T; TUTUMLUER, E.Computers and geotechnics. 1994, Vol 16, Num 4, pp 311-349, issn 0266-352XArticle

A note on non-linear elasticity of isotropic overconsolidated claysHUECKEL, T; TUTUMLUER, E.International journal for numerical and analytical methods in geomechanics. 1992, Vol 16, Num 8, pp 603-618, issn 0363-9061Article

Effects of inter-phase mass transfer in heated clays : a mixture thoeryCHENMIN MA; HUECKEL, T.International journal of engineering science. 1992, Vol 30, Num 11, pp 1567-1582, issn 0020-7225Article

Use of porosity in models of consolidationKACZMAREK, M; HUECKEL, T.Journal of engineering mechanics. 1998, Vol 124, Num 2, pp 237-239, issn 0733-9399Article

Thermoplastic modeling of undrained failure of saturated clay due to heatingHUECKEL, T; PELLEGRINI, R.Soils and foundations. 1991, Vol 31, Num 3, pp 1-16, issn 0038-0806Article