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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

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

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

FRICTION CAPACITY OF PILES DRIVEN INTO CLAY = CAPACITE DE FROTTEMENT DES PIEUX BATTUS DANS DE L'ARGILEKRAFT LM; FOCHT JA; AMERASINGHE SF et al.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO GT11; PP. 1521-1541; BIBL. 32 REF.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

SHEAR RESPONSE OF NORMALLY CONSOLIDATED SILT-KAOLINITE MATRICES AND THEIR MICROSTRUCTURES = REPONSE AU CISAILLEMENT DE MATRICES SILT-KAOLINITE NORMALEMENT CONSOLIDEES ET LEURS MICROSTRUCTURESSINGH RB; SADANA ML.1981; J. INST. ENG., INDIA CH; ISSN 0020-3351; IND; DA. 1981; VOL. 62; NO 2; PP. 71-75; BIBL. 15 REF.; ILL.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

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

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

Analysis and prediction of consolidation settlement of normally consolidated clay foundation under embankment loading = Calcul et prévision du tassement de consolidation d'une fondation d'argile normalement consolidé sous la charge d'un remblaiASAOKA, A; MISUMI, K.Soils and foundations. 1988, Vol 28, Num 3, pp 35-50, issn 0038-0806Article

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

Field studies of an instrumented model pile in clay = Etudes in situ du comportement d'un modèle instrumenté de pieu dans une argileCOOP, M. R; WROTH, C. P.Geotechnique. 1989, Vol 39, Num 4, pp 679-696, issn 0016-8505, 18 p.Article

Study on the settlement of saturated clay layer induced by cyclic shear = Etude du tassement d'une couche d'argile saturée, induit par un cisaillement cycliqueOHARA, S; MATSUDA, H.Soils and foundations. 1988, Vol 28, Num 3, pp 103-113, issn 0038-0806Article

PROGRESSIVE FAILURES IN NORMALLY CONSOLIDATED SOILS = RUPTURES PROGRESSIVES DE SOLS NORMALEMENT CONSOLIDESBERNANDER S.1979; ARCH. HYDROTECH.; POL; DA. 1979; VOL. 26; NO 2; PP. 311-324; ABS. POL/RUS; BIBL. 27 REF.; 12 ILL.Article

CORRELATION OF CONSTRAINED MODULUS WITH EFFECTIVE OVERBURDEN PRESSURE FOR SETTLEMENT COMPUTATIONS ON SOFT CLAYS.COUMOULOS DG; KORYALOS TP.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 223-230; BIBL. 7 REF.; 5 ILL.Conference Paper

Penetration and load capacity of marine drag anchors in soft clayTHORNE, C. P.Journal of geotechnical and geoenvironmental engineering. 1998, Vol 124, Num 10, pp 945-953, issn 1090-0241Article

UNDRAINED STRESSES AND DEFORMATIONS UNDER FOOTINGS ON CLAY.DAS SC; GANGOPADHYAY CR.1978; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 11-25; BIBL. 21 REF.; 15 ILL.Article