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VURDERING AV KORTTIDSSTABILITET I LEIRE PA BASIS AV UDRENERT SKJAERFASTHET = EVALUATION DE LA STABILITE A COURT TERME DE L'ARGILE SUR LA RESISTANCE AU CISAILLEMENT NON DRAINEAAS G.1980; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1980; NO 132; PP. 21-30; ABS. ENG; BIBL. 17 REF.Article

AN EXPERIMENTAL STUDY OF THE STRESS STRAIN CHARACTERISTICS OF A "WET" CLAY AND THEIR RELEVANCE TO SETTLEMENT ANALYSISNEWLAND PL.1973; C.S.I.R.O., DIV. APPL. GEOMECH. TECH. REP.; AUSTRAL.; DA. 1973; NO 15; PP. 1-71; BIBL. 1 P. 1/2Article

THE QUICK CLAY LANDSLIDE IN RISSA, NORWAY. THE SLIDING PROCESS AND DISCUSSION OF FAILURE MODES = LE GLISSEMENT DE TERRAIN DANS L'ARGILE TRES SENSIBLE DE RISSA, NORVEGE. LE PROCESSUS DE GLISSEMENT ET LA DISCUSSION DES MODES DE RUPTUREGREGERSEN O.1981; PUBL.-NOR. GEOTECH. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 135; 6 P.; BIBL. 7 REF.Conference Paper

SHEAR-STRENGTH ANISOTROPY VARIATIONS IN WEATHERED OXFORD CLAY.RUSSELL DJ; DENNESS B; MCCANN DM et al.1978; ENGNG GEOL.; NLD; DA. 1978; VOL. 12; NO 4; PP. 337-344; BIBL. 1 P.Article

BEARING CAPACITY AND SETTLEMENT OF PILE FOUNDATIONS.MEYERHOF GG.1976; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 3; PP. 197-228; BIBL. 4 P.Article

ANISOTROPY IN A NATURAL SOFT CLAYEJ SILTPARRY RHG; NADARAJAH V.1974; ENGNG GEOL.; NETHERL.; DA. 1974; VOL. 8; NO 3; PP. 287-309; BIBL. 18 REF.Article

SPATIAL VARIABILITY OF THE UNDRAINED STRENGTH OF CLAYS = VARIABILITE SPATIALE DE LA RESISTANCE DES ARGILES NON DRAINEESASAOKA A; GRIVAS DA.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 5; PP. 743-756; BIBL. 17 REF.Article

SCREW PLATE TESTING OF A SOFT CLAY = ESSAI A LA PLAQUE VISSEE D'UN SOL ARGILEUXBAUER GE; NICHOLAS TJ; SELVADURAI APS et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 465-472; ABS. FRE; BIBL. 42 REF.; 3 TAB. ; ILL./TABL.Article

SCREW PLATE TESTING OF A SOFT CLAY = ESSAI A LA PLAQUE VISSEE D'UN SOL ARGILEUXBAUER GE; NICHOLAS TJ; SELVADURAI APS et al.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 465-472; ABS. FRE; BIBL. 42 REF.Article

THE STRENGTH OF CLAY SUBGRADES: ITS MEASUREMENT BY A PENETROMETER = RESISTANCE DE SOLS DE FONDATION EN ARGILE: SA MESURE A L'AIDE D'UN PENETROMETREBLACK WPM.1979; TRANSP. ROAD RES. LAB., LAB. REP.; GBR; DA. 1979; NO 901; PP. 1-15; BIBL. 15 REF.Serial Issue

INFLUENCE OF MARINE ORGANIC COMPOUNDS ON THE ENGINEERING PROPERTIES OF A REMOULDED SEDIMENTRASHID MA; BROWN JD.1975; ENGNG GEOL.; NETHERL.; DA. 1975; VOL. 9; NO 2; PP. 141-154; BIBL. 16 REF.Article

SPATIAL VARIABILITY OF THE UNDRAINED STRENGTH OF CLAYSASAOKA A; GRIVAS AD.1982; J. GEOTECHN. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 5; PP. 743-756; BIBL. 17 REF.Article

Fundamental factors affecting liquefaction susceptibility of sandsVAID, Y. P; SIVATHAYALAN, S.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 105-120, isbn 90-5809-038-8Conference Paper

The effect of sampling disturbance on undrained strength of cohesive soils = L'effet de la perturbation due à l'échantillonnage sur la résistance mécanique en milieu non drainé de sols cohérentsKIMURA, T; SAITOH, K.1984, Vol 15, Num 1, pp 37-57, issn 0046-5828Article

Discussion of Multivariate distribution for undrained shear strengths under various test proceduresMESRI, Gholamreza.Canadian geotechnical journal. 2014, Vol 51, Num 3, pp 346-347, issn 0008-3674, 2 p.Article

Reply to the discussion by Mesri on Multivariate distribution for undrained shear strengths under various test proceduresJIANYE CHING; PHOON, Kok-Kwang.Canadian geotechnical journal. 2014, Vol 51, Num 3, pp 348-351, issn 0008-3674, 4 p.Article

Diffuse failure in geomaterials: Experiments and modellingKHOA, H. D. V; GEORGOPOULOS, I. O; DARVE, F et al.Computers and geotechnics. 2006, Vol 33, Num 1, pp 1-14, issn 0266-352X, 14 p.Article

Estimating the undrained strength of sand : A theoretical framework. Discussion. Authors' replyROY, D; CAMPANELLA, D; HUGHES, J et al.Canadian geotechnical journal. 1996, Vol 33, Num 5, pp 845-848, issn 0008-3674Article

Effet d'un préchargement non drainé sur des sols de cendre volcanique allophaneKITAZONO, Y; SUZUKI, A; ARAMAKI, S et al.Zairyo. 1985, Vol 34, Num 377, pp 221-227, issn 0514-5163Article

GEOTECHNICAL CHARACTERIZATION OF DESSICATED CLAYMAHAR LJ; O'NEILL WM.1983; J. GEOTECH. ENG. DIV.; USA; DA. 1983; VOL. 109; NO 1; PP. 55-71; BIBL. 14 REF.Article

ANALYSIS OF LAND SLIDES DURING THE 1978 IZU-OHSHIMA-KINKAI EARTHQUAKE = ANALYSE DES GLISSEMENTS DE TERRAIN QUI SE SONT PRODUITS LORS DU SEISME DE 1978 DANS LA REGION IZU-OHSHIMA-KINKAIISHIHARA K; NAGAO A.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 19-37; BIBL. 13 REF.Article

SOIL FAILURE MODES IN UNDRAINED CYCLIC LOADING = MODES DE RUPTURE DU SOL SOUMIS A DES CHARGES CYCLIQUES DANS DES CONDITIONS NON DRAINEESSELIG ET; CHANG CS.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; GT5; PP. 539-551; BIBL. 8 REF.Article

CYCLIC STRESS-STRAIN HISTORY AND SHEAR CHARACTERISTICS OF CLAY = CARACTERISTIQUES DE CISAILLEMENT ET DE TENSION DEFORMATION DE L'ARGILE SOUMISE A UNE CHARGE CYCLIQUEMATSUI T; OHARA H; ITO T et al.1980; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1980; VOL. 106; NO 10; PP. 1101-1120; BIBL. 14 REF.Article

UNDRAINED MODULUS FROM VANE SHEAR TEST.MADHAV MR; RAMAKRISHNA KS.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 11; PP. 1337-1340; BIBL. 6 REF.Article

EXPERIMENTAL STUDY OF THE TRESS STRAIN CHARACTERISTICS OF A WET CLAY ANS THEIR RELEVANCE TO SETTLEMENT ANALYSIS. I. THE STATE BOUNDARY SURFACENEWLAND PL.1975; AUSTRAL. GEOMECH. J.; AUSTRAL.; DA. 1975; VOL. 5; NO 1; PP. 10-19; BIBL. 18REF.; 20 ILL.Article

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