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kw.\*:("SOIL TEST")

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DRAINED BEHAVIOUR OF SWEDISH CLAYS = COMPORTEMENT DRAINE DES ARGILES EN SUEDELARSSON R.1981; RAPP.-STATENS GEOTEK. INST.; ISSN 0348-0755; SWE; DA. 1981; NO 12; 160 P.; BIBL. 10 P.Serial Issue

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

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

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

TRIAXIAL TESTING AT THE NORWEGIAN GEOTECHNICAL INSTITUTE = ESSAIS TRIAXIAUX AU NORWEGIAN GEOTECHNICAL INSTITUTEBERRE T.1981; PUBL.-NOR. GEOTEK. INST.; ISSN 0078-1193; NOR; DA. 1981; NO 134; 17 P.; BIBL. 28 REF.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

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

THE INFLUENCE OF CONFIRING PRESSURE ON THE SHEAR STRENGTH OF COMPACTED ROCKFILL = L'INFLUENCE DES PRESSIONS LATERALES SUR LA RESISTANCE AU CISAILLEMENT DES REMBLAIS ROCHEUX COMPACTESCHARLES JA; WATTS KS.1980; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1980; VOL. 30; NO 4; PP. 353-367; ABS. FRE; BIBL. 34 REF.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

SHEAR BEHAVIORS OF SAND AND CLAY UNDER THREE-DIMENSIONAL STRESS CONDITION = COMPORTEMENT AU CISAILLEMENT DE SABLE ET D'ARGILE SOUS DES CONDITIONS DE CONTRAINTES TRIDIMENSIONNELLESNAKAI T; MATSUOKA H.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 2; PP. 26-42; BIBL. 13 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

THE DRAINED RESIDUAL STRENGTH OF COHESIVE SOILS = LA RESISTANCE RESIDUELLE DRAINEE DE SOLS COHERENTSLUPINI JF; SKINNER AE; VAUGHAN PR et al.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 2; PP. 181-213; BIBL. 66 REF.Article

CONE RESISTANCE IN SAND BY INCREMENTAL METHOD = RESISTANCE A LA PENETRATION DU CONE DANS LE SABLE PAR LA METHODE D'ACCROISSEMENTKARAFIATH LL.1980; J. TERRAMECH.; USA; DA. 1980; VOL. 17; NO 2; PP. 101-113; ABS. FRE/GER; BIBL. 6 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.Article

STRESS-PATH INFLUENCE ON DRAINED DEFORMATIONS OF CLAY = INFLUENCE DU DEGRE DE CONTRAINTE SUR LES DEFORMATIONS DRAINEES DE L'ARGILEGANGOPADHYAY CR; DAS SC; SOM NN et al.1980; J. GEOTECH. ENGNG. DIV.; ISSN 0093-6405; USA; DA. 1980; VOL. 106; NO 11; PP. 1243-1260; BIBL. 20 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

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

PLASTICITY THEORY FOR SOIL STRESS-STRAIN BEHAVIOUR = THEORIE DE LA PLASTICITE POUR LE COMPORTEMENT CONTRAINTE DEFORMATION D'UN SOLPREVOST JH.1978; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1978; VOL. 104; NO 5; PP. 1177-1194; BIBL. 19 REF.; 4 ILL.Article

STRESS-STRAIN BEHAVIOR FROM STRESS PATH TESTSMARR WA; HOEG K.1979; NORGES GEOTEK. INST., PUBL.; NOR; DA. 1979; NO 125; 6 P.; H.T. 11; BIBL. 4 REF.Article

CREEP BEHAVIOUR OF AN UNDISTURBED LIGHTLY OVERCONSOLIDATED CLAYTAVENAS F; LEROUEIL S; LA ROCHELLE P et al.1978; REV. CANAD. GEOTECH.; CAN; DA. 1978; VOL. 15; NO 3; PP. 402-423; ABS. FRE; BIBL. 17 REF.; 20 ILL.Article

DRAINED, UNDRAINED, CONSOLIDATING AND DYNAMIC BEHAVIOUR ASSUMPTIONS IN SOILS = HYPOTHESES DE COMPORTEMENT DYNAMIQUE DES SOLS DRAINES OU NON DRAINESZIENKIEWICZ OC; CHANG CT; BETTESS P et al.1980; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1980; VOL. 30; NO 4; PP. 385-395; ABS. FRE; BIBL. 9 REF.; ILL.Article

YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS = AFFAISSEMENT D'UN SABLE MEUBLE DANS DES CONDITIONS DE CONTRAINTES TRIDIMENSIONNELLESYAMADA Y; ISHIHARA K.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 3; PP. 15-31; BIBL. 8 REF.Article

FLATJACK TESTS OF MODULUS AND STRESS OF CLAYSTONE = ESSAIS AU VERIN PLAT POUR DETERMINER LE MODULE ET LES CONTRAINTES DE L'ARGILEALEXANDER LG.1982; WEAK ROCK-SOFT, FRACTURED AND WEATHERED ROCK. INTERNATIONAL SYMPOSIUM ON WEAK ROCK/1981-09-21/TOKYO; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 1443-1450; BIBL. 17 REF.Conference Paper

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