RIGID GRANULAR CONSTITUTIVE MODEL FOR SAND AND THE INFLUENCE OF THE DEVIATORIC FLOW RULEVARDOULAKIS I.1981; MECH. RES. COMMUN.; ISSN 0093-6413; USA; DA. 1981; VOL. 8; NO 5; PP. 275-280; BIBL. 10 REF.Article

SENSITIVITY ANALYSIS OF THE SHEAR BAND BIFURCATION SOLUTION IN THE BIAXIAL TEST ON SAND SAMPLES.VARDOULAKIS I.1977; MECH. RES. COMMUNIC.; G.B.; DA. 1977; VOL. 4; NO 3; PP. 171-177; BIBL. 4 REF.; 4 ILL.Article

CONSTITUTIVE PROPERTIES OF DRY SAND OBSERVABLE IN THE TRIAXIAL TESTVARDOULAKIS I.1981; ACTA MECH.; ISSN 0001-5970; AUT; DA. 1981; VOL. 38; NO 3-4; PP. 219-239; ABS. GER; BIBL. 18 REF.Article

SHEAR BAND INCLINATION AND SHEAR MODULUS OF SAND IN BIAXIAL TESTS = INCLINAISON D'UNE BANDE DE CISAILLEMENT ET MODULE DE CISAILLEMENT DU SABLE DANS DES ESSAIS BIAXIAUXVARDOULAKIS I.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1980; VOL. 4; NO 2; PP. 103-119; BIBL. 13 REF.Article

SHEAR BAND INCLINATION AND SHEAR MODULUS OF SAND IN BIAXIAL TESTS = INCLINAISON DE LA BANDE DE CISAILLEMENT ET MODULE DE CISAILLEMENT DU SABLE DANS LES TESTS BIAXIAUXVARDOULAKIS I.1980; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; ISSN 0363-9061; GBR; DA. 1980; VOL. 4; NO 2; PP. 103-119; BIBL. 13 REF.; 3 TAB. ; TABL./ILL.Article

BIFURCATION ANALYSIS OF THE TRIAXIAL TEST ON SAND SAMPLESVARDOULAKIS I.1979; ACTA MECH.; AUT; DA. 1979; VOL. 32; NO 1-3; PP. 35-54; ABS. GER; BIBL. 19 REF.; 9 ILL.Article

SCHERFUGENBILDUNG IN SANDKOERPERN ALS VERZWEIGUNGSPROBLEM. = FORMULATION DE CISAILLEMENT OBLIQUE DANS DES CORPS SABLEUX COMME PROBLEME DE BIFURCATIONVARDOULAKIS I.1977; VEROEFF. INST. BODENMECH. FELSMECH. UNIV. FRIEDERICIANA KARLSRUHE; DTSCH.; DA. 1977; NO 70; PP. 1-142; BIBL. 3 P. 1/2; 47 ILL.Serial Issue

EQUILIBRIUM THEORY OF SHEAR BANDS IN PLASTIC BODIES. = THEORIE DE L'EQUILIBRE POUR LES BANDES DE CISAILLEMENT DANS LES SOLIDES PLASTIQUESVARDOULAKIS I.1976; MECH. RES. COMMUNIC.; G.B.; DA. 1976; VOL. 3; NO 3; PP. 209-214; BIBL. 10 REF.Article

BIFURCATION ANALYSIS OF THE PLANE RECTILINEAR DEFORMATION ON DRY SAND SAMPLESVARDOULAKIS I.1981; INT. J. SOLIDS STRUCT.; ISSN 0020-7683; USA; DA. 1981; VOL. 17; NO 11; PP. 1085-1101; BIBL. 28 REF.Article

Fluidisation in artesian flow conditions: Hydromechanically stable granular mediaVARDOULAKIS, I.Geotechnique. 2004, Vol 54, Num 2, pp 117-130, issn 0016-8505, 14 p.Article

Torsional surface waves in inhomogeneous elastic media = Ondes de surface de torsion dans les milieux élastiques inhomogènesVARDOULAKIS, I.International journal for numerical and analytical methods in geomechanics. 1984, Vol 8, Num 3, pp 287-296, issn 0363-9061Article

Fluidisation in artesian flow conditions: Hydromechanically unstable granular mediaVARDOULAKIS, I.Geotechnique. 2004, Vol 54, Num 3, pp 165-177, issn 0016-8505, 13 p.Article

Shear-banding and liquefaction in granular materials on the basis of a Cosserat continuum theory = Formation d'une couche cisaillée et liquéfaction dans les matériaux granulaires, à partir d'une théorie de Cosserat des milieux continusVARDOULAKIS, I.Ingenieur-Archiv. 1989, Vol 59, Num 2, pp 106-113, issn 0020-1154Article

Stability and bifurcation of undrained, plane rectilinear deformations on water-saturated granular soils = Stabilité et bifurcation de déformations non drainées rectilignes et planes de sols granulaires saturés d'eauVARDOULAKIS, I.International journal for numerical and analytical methods in geomechanics. 1985, Vol 9, Num 5, pp 399-414, issn 0363-9061Article

Dynamic thermo-poro-mechanical analysis of catastrophic landslidesVARDOULAKIS, I.Geotechnique. 2002, Vol 52, Num 3, pp 157-171, issn 0016-8505Article

Deformation of water-saturated sand: I. uniform undrained deformation and shear bandingVARDOULAKIS, I.Geotechnique. 1996, Vol 46, Num 3, pp 441-456, issn 0016-8505Article

Dynamic stability analysis of undrained simple shear on water-saturated granular soils = Analyse de la stabilité dynamique du cisaillement simple non drainé de sols granulaires saturés d'eauVARDOULAKIS, I.International journal for numerical and analytical methods in geomechanics. 1986, Vol 10, Num 2, pp 177-190, issn 0363-9061Article

Stability and bifurcation of undrained, plane rectilinear deformations on water-saturated granular soils = Stabilité et bifurcation des déformations rectilignes planes non drainées sur les sols granulaires saturés en eauVARDOULAKIS, I.International journal for numerical and analytical methods in geomechanics. 1985, Vol 9, Num 5, pp 399-414, issn 0363-9061Article

Deformation of water-saturated sand: II. effect of pore water flow and shear bandingVARDOULAKIS, I.Geotechnique. 1996, Vol 46, Num 3, pp 457-472, issn 0016-8505Article

Theoretical and experimental bounds for shear-band bifurcation strain in biaxial tests on dry sandVARDOULAKIS, I.Res mechanica. 1988, Vol 23, Num 2-3, pp 239-259, issn 0143-0084Conference Paper

Stability and bifurcation of soil samples = Stabilité et bifurcation d'échantillons de solsVARDOULAKIS, I.International workshop on constitutive relations for soils. 1984, pp 477-483Conference Paper

Rigid granular plasticity model and bifurcation in the triaxial testVARDOULAKIS, I.Acta mechanica. 1983, Vol 49, Num 1-2, pp 57-79, issn 0001-5970Article

GEOMETRIC SOFTENING IN TRIAXIAL TESTS ON GRANULAR MATERIAL = CARACTERE RADOUCISSANT DES TESTS TRIAXIAUX CONDUITS AVEC DES MATERIAUX FULVERULENTSDRESCHER A; VARDOULAKIS I.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 4; PP. 291-303; ABS. FRE; BIBL. 2 P.; 3 TAB. ; ILL./TABL.Article

BIAXIALGERAET ZUR UNTERSUCHUNG DER FESTIGKEIT UND DILATANZ VON SCHERFUGEN IN BOEDEN = APPAREIL TRIAXIAL POUR ETUDIER LA RESISTANCE ET LA DILATANCE DE FISSURES DE CISAILLEMENT DANS LE SOLVARDOULAKIS I; GOLDSCHEIDER M.1980; Z. BODENMECH., FELSMECH., GRUNDBAU, INGENIEURGEOL., GEOTECH.; DEU; DA. 1980; VOL. 3; NO 1; PP. 19-31; ABS. ENG; BIBL. 17 REF.; 18 ILL.Article

Dynamic stability analysis of undrained simple shear on water-saturated granular soils = Analyse de la stabilité dynamique des déformations de cisaillement simples non drainées sur les sols granulaires saturées en eauVARDOULAKIS, I.International journal for numerical and analytical methods in geomechanics. 1986, Vol 10, Num 2, pp 177-190, issn 0363-9061Article