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STABILITY ANALYSIS WITH THE SIMPLE AND THE ADVANCED PHI =O METHOD FOR A FAILED DIKE = ANALYSE DE LA STABILITE AVEC LA METHODE SIMPLE ET EN PROGRES PHI =0 POUR UNE DIGUE ROMPUEKISHIDA T; HANZAWA H; NAKANOWATARI M et al.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 69-82; BIBL. 19 REF.Article

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

EFFECT OF DISTURBANCE DUE TO INSERTION ON VANE SHEAR STRENGTH OF NORMALLY CONSOLIDATED COHESIVE SOILS = EFFET DU REMANIEMENT DU A L'INSERTION SUR LA RESISTANCE A CISAILLEMENT AU SCISSOMETRE DE SOLS COHERENTS NORMALEMENT CONSOLIDESKIMURA T; SAITOH K.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 113-124; BIBL. 19 REF.Article

THE INFLUENCE OF STRAIN RATE ON PORE PRESSURES IN CONSOLIDATED UNDRAINED TRIAXIAL TESTS ON COHESIVE SOILS = INFLUENCE DE LA VITESSE DE DEFORMATION SUR LES PRESSIONS DE PORES LORS D'ESSAIS TRIAXIAUX NON DRAINES ET CONSOLIDES DE SOLS COHERENTSKIMURA T; SAITOH K.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 80-90; BIBL. 14 REF.Article

PERFORMANCE OF VERTICAL DRAINS AT QUEENBOROUGH BYPASS = FIABILITE DE DRAINS VERTICAUX DANS LA CONSTRUCTION D'UNE ROUTE DE DEVIATION A QUEENSBOROUGHNICHOLSON DP; JARDINE RJ.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 1; PP. 67-90; ABS. FRE; BIBL. 26 REF.Article

REINFORCED CLAY SUBJECT TO UNDRAINED TRIAXIAL LOADINGINGOLD TS.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 5; PP. 738-744; BIBL. 3 REF.Article

UNDRAINED STABILITY OF SHALLOW VERTICAL HOLES = STABILITE NON DRAINEE DE TROUS VERTICAUX PEU PROFONDSMURF JD.1983; INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS; ISSN 0363-9061; GBR; DA. 1983; VOL. 7; NO 3; PP. 357-370; BIBL. 8 REF.Article

CONSTANT VOLUME TRIAXIAL TESTS TO STUDY THE EFFECTS OF MEMBRANE PENETRATIONRAMANA KV; RAJU VS.1981; GEOTECH. TESTING J.; USA; DA. 1981; VOL. 4; NO 3; PP. 117-122; BIBL. 6 REF.Article

ASSOCIATED AND NON-ASSOCIATED CONSTITUTIVE RELATIONS FOR UNDRAINED BEHAVIOUR OF ISOTROPIC SOFT CLAYS.BANERJEE PK; STIPHO AS.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; G. B.; DA. 1978; VOL. 2; NO 1; PP. 35-56; BIBL. 20 REF.Article

Increase in undrained shear trength due to secondary compression = Accroissement de la résistance au cisaillement non drainé dû à une compression secondaireYASUHARA, K; UE, S.Soils and foundations. 1983, Vol 23, Num 3, pp 50-64, issn 0038-0806Article

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

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

CONSTANT-VOLUME TRIAXIAL TESTS TO STUDY THE EFFECTS OF MEMBRANE PENETRATION = ESSAIS TRIAXIAUX A VOLUME CONSTANT POUR ETUDIER LES EFFETS DE PENETRATION D'UNE MEMBRANERAMANA KV; RAJU VS.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 3; PP. 117-122; BIBL. 6 REF.Article

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

DETERMINATION OF IN-SITU UNDRAINED STRENGTH OF SOFT CLAY DEPOSITS = DETERMINATION DE LA RESISTANCE NON DRAINE DE DEPOTS D'ARGILE MOLLEHANZAWA H; KISHIDA T.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 2; PP. 1-14; BIBL. 13 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

GEOTECHNICAL PROPERTIES OF HACKENSACK VALLEY VARVED CLAYS OF NEW JERSEYSAXENA SK; HEDBERG J; LADD CC et al.1978; GEOTECH. TEST. J.; USA; DA. 1978; VOL. 1; NO 3; PP. 148-161; BIBL. 29 REF.; 21 ILL.Article

SELF-BORING PRESSUREMETER STUDY OF SAN FRANCISCO BAY WUD = ETUDE DE LA VASE DE LA BAIE DE SAN FRANCISCO A L'AIDE DU PRESSIOMETRE AUTOFOREURCLOUGH GW; DENBY GM.1980; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; USA; DA. 1980; VOL. 106; NO 1; PP. 45-63; BIBL. 14 REF.; 13 ILL.Article

Analysis of sediment stability on the Peru-Chile continental slope = Analyse de la stabilité des sédiments sur le versant continental Pérou-ChiliBUSCH, W. H; KELLER, G. H.Marine geotechnology. 1983, Vol 5, Num 2, pp 181-211, issn 0360-8867Article

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