EMBANKMENT SETTLEMENT INCLUDING DELAYED COMPRESSION.TAYLOR PW; MCLISTER BG; EAST GR et al.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 72-78; BIBL. 5 REF.Conference Paper

Bearing capacity of foundations in slopesSHIELDS, D; CHANDLER, N; GARNIER, J et al.Journal of geotechnical engineering. 1990, Vol 116, Num 3, pp 528-537, issn 0733-9410Article

Anisotropy of undrained shear strength of clays under axi-symmetric loading conditions = Anisotropie de la résistance au cisaillement non drainé des argiles sous des conditions de chargement axysymétriqueOHTA, H; NISHIHARA, A.Soils and foundations. 1985, Vol 25, Num 2, pp 73-86, issn 0038-0806Article

Strain-space constitutive model for clay soils = Modèle constitutif dans l'espace des déformations pour sols argileuxIWAN, W. D; CHELVAKUMAR, K.Journal of engineering mechanics. 1988, Vol 114, Num 9, pp 1454-1472, issn 0733-9399Article

Preparation of a normally consolidated clay stratum in a centrifuge = Préparation d'un stratum d'argile normalement consolidé dans une centrifugeuseKIMURA, T; KUSAKABE, O; TAKEMURA, J et al.Soils and foundations. 1984, Vol 24, Num 4, pp 71-73, issn 0038-0806Article

Physical similitude and structural collapse in K₀ compression of soilsFEDA, J; BOHAC, J; HERLE, I et al.Journal of geotechnical engineering. 1995, Vol 121, Num 2, pp 210-215, issn 0733-9410Article

On stability of slopes in clays with linearly increasing strength = Stabilité des talus dans l'argile, dont la résistance augmente linéairementKOPPULA, S. D.Canadian geotechnical journal. 1984, Vol 21, Num 3, pp 577-581, issn 0008-3674Article

Rationalization of Skempton's compressibility equation = Rationalisation de l'équation de compressibilité de SkemptonNAGARAJ, T. S; SRINIVASA MURTHY, B. R.Geotechnique. 1983, Vol 33, Num 4, pp 433-443, issn 0016-8505Article

EINSATZ DER ELEKTRONENMIKROSCOPIE IN DER BODENMECHANIH = INTRODUCTION DE LA MICROSCOPIE ELECTRONIQUE DANS LA MECANIQUE DES SOLSRIZKALLAH V; PASCHEN R.1978; BAUTECHNIK; DEU; DA. 1978; VOL. 55; NO 8; PP. 276-281; BIBL. 22 REF.Article

PLASTIC-RIGID ANALYSIS OF VERTICAL PILES IN NORMALLY CONSOLIDATED CLAYS = ANALYSE PLASTIQUE-RIGIDE DE PIEUX VERTICAUX DANS DES ARGILES NORMALEMENT CONSOLIDEESPOOROOSHASB HB; YONG RN.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 1-12; BIBL. 13 REF.Article

CONSTITUTIVE EQUATIONS FOR NORMALLY CONSOLIDATED CLAY BASED ON ELASTO-VISCOPLASTICITY = EQUATIONS CONSTITUTIVES POUR DE L'ARGILE NORMALEMENT CONSOLIDE BASEES SUR L'ELASTO-VISCOPLASTICITEADACHI T; OKA F.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 57-70; BIBL. 15 REF.Article

SIMULTANEOUS MEASUREMENT OF P & S WAVE VELOCITIES DURING CONVENTIONAL LABORATORY SOIL TESTING PROCEDURES = MESURES SIMULTANEES DES VITESSES DES ONDES P ET S DURANT LES ESSAIS DE SOL EN LABORATOIRESCHULTHEISS PJ.1981; MAR. GEOTECHNOL.; ISSN 0360-8867; USA; DA. 1981; VOL. 4; NO 4; PP. 343-367; BIBL. 2 P.Article

K_O-OCR RELATIONSHIPS IN SOIL = RELATIONS ENTRE LE COEFFICIENT AU REPOS (RAPPORT ENTRE LES CONTRAINTES EFFECTIVES HORIZONTALES ET VERTICALES) ET LE COEFFICIENT DE SURCONSOLIDATION DES SOLSMAYNE PW; KULHAWY FH.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 6; PP. 851-872; BIBL. 77 REF.Article

PERMEABILITY AND CONSOLIDATION OF NORMALLY CONSOLIDATED SOILS = PERMEABILITE ET CONSOLIDATION DES SOLS NORMALEMENT CONSOLIDESSAMARASINGHE AM; HUANG YH; DRNEVICH VP et al.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 6; PP. 835-850; BIBL. 11 REF.Article

AN APPROACH TO DESIGN OF VERTICAL PILES SUBJECTED TO LATERAL LOADS = APPROCHE AU CALCUL DE PIEUX VERTICAUX SOUMIS A DES CHARGES LATERALESBANERJEE R.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 5; PP. 249-253; BIBL. 10 REF.Article

Viscous effects observed in tests on an anisotropically normally consolidated silty clay = Effets visqueux observés dans des essais sur une argile limoneuse normalement consolidé anisotropeO'REILLY, M. P; BROWN, S. F; OVERY, R. F et al.Geotechnique. 1989, Vol 39, Num 1, pp 153-158, issn 0016-8505Article

Bearing capacity analysis of a normally consolidated clay foundation = Etude de la capacité portante d'une argile normalement consolidéeASAOKA, A; OHTSUKA, S.Soils and foundations. 1987, Vol 27, Num 3, pp 58-70, issn 0038-0806Article

Theme III: earthquake response of structure including hydraulic structures and earth structures = Thème III: Réponse à un séisme des structures (incluant les structures hydrauliques et des structures en terre)National Bureau of Standards Special Publication. 1983, Num 658, pp III.1-III.162, issn 0083-1883Article

VISCOPLASTICITY OF NORMALLY CONSOLIDATED CLAYS = VISCOPLASTICITE DES ARGILES NORMALEMENT CONSOLIDEESANSAL AM; BAZANT ZP; KRIZEK RJ et al.1979; PROC. AMER. SOC. CIV. ENGRS., J. GEOTECH. ENGNG. DIV; USA; DA. 1979; VOL. 105; NO 4; PP. 519-537; BIBL. 21 REF.; 5 ILL.Article

The effect of reconsolidation on undrained strength of normally consolidated cohesive soils = L'effet de la reconsolidation sur la résistance non drainée de sols cohérents normalement consolidésKIMURA, T; SAITOH, K; NISHIHARA, S et al.Soils and foundations. 1983, Vol 23, Num 3, pp 27-38, issn 0038-0806Article

DEFORMATION AND PORE PRESSURE RESPONSE OF A SOFT CLAY SUBJECTED TO REPEATED LOADING.YUDHBIR; REHMAN MS.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 181-191; BIBL. 1 P.; 9 ILL.Conference Paper

Components of suction caisson capacity measured in axial pullout testsLUKE, Adam M; RAUCH, Alan F; OLSON, Roy E et al.Ocean engineering. 2005, Vol 32, Num 7, pp 878-891, issn 0029-8018, 14 p.Conference Paper

Behavior of foundation clays supporting compliant offshore structures = Comportement d'argiles de fondation de structures offshore compliantesMALEK, A. M; AZZOUZ, A. S; BALIGH, M. M et al.Journal of geotechnical engineering. 1989, Vol 115, Num 5, pp 615-636, issn 0733-9410Article

DYNAMIC PROPERTIES OF TWO MARINE CLAYS = PROPRIETES DYNAMIQUES DE DEUX ARGILES MARINESKOUTSOFTAS DC; FISCHER JA.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1980; VOL. 106; NO 6; PP. 645-657; BIBL. 18 REF.; 9 ILL.Article

True triaxial tests on normally consolidated clay and analysis of the observed shear behaviour using elastoplastic constitutive models = Essais triaxiaux réels sur de l'argile normalement consolidée et analyse du comportement observé au cisaillement à l'aide de modèles constitutifs élastoplastiquesNAKAI, T; MATSUOKA, H; OKUNO, N et al.Soils and foundations. 1986, Vol 26, Num 4, pp 67-78, issn 0038-0806Article