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

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

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

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

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

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

SUGGESTED PRACTICE FOR PRESSUREMETER TESTING IN SOILS = SUGGESTION DE METHODE D'ESSAIS DE SOLS AU PRESSIOMETREWINTER E.1982; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 3-4; PP. 85-88Article

INSTRUMENTS DE MESURES. RECONNAISSANCE DES SOLS A PEU DE FRAISGRANGIER M.1982; EXCAVATOR; BEL; DA. 1982; NO 458; PP. 12; IDEM FLEArticle

MOEGLICHKEITEN UND GRENZEN DER FERNERKUNDUNG ALS MITTEL ZUR FLAECHENHAFTEN ERFASSUNG DER BODENFEUCHTE = POSSIBILITES ET LIMITES DE LA TELEDETECTION COMME MOYEN D'ENREGISTRER L'HUMIDITE DU SOL DANS UNE LARGE ZONEMEIER R.1981; WASSER & BODEN; ISSN 0043-0951; DEU; DA. 1981; VOL. 33; NO 3; PP. 96-97; ABS. ENG; BIBL. 7 REF.Article

REGISTRATION OF THREE SOIL STRESS GAGES AT 0 THROUGH 28 MPA (4000 PSI) = ENREGISTREMENT DE TROIS JAUGES DE CONTRAINTES DANS LE SOL DE ZERO A 28 MPA (4000 PSI)WELCH CR.1982; SHOCK VIB. BULL.; ISSN 0362-3874; USA; DA. 1982; NO 52; PART. 3; PP. 25-30; BIBL. 3 REF.Conference Paper

STRES-DEFORMATION RELATIONSHIP.1975; IN: CONGR. PANAM. MEC. SUELOS ING. FUND. 5; BUENOS AIRES; 1975; BUENOS AIRES; SOC. ARGENT. MEC. SUELOS; DA. 1975; VOL. 1; PP. 1-258; ABS. ESP. ANGL.; BIBL. DISSEM.Conference Paper

SUGGESTED PRACTICE FOR PRESSUREMETER TESTING IN SOILSWINTER E.1982; GEOTECH. TESTING J.; USA; DA. 1982; VOL. 5; NO 3/4; PP. 85-89Article

STRENGHT OF FIELD COMPACTED CLAYS = RESISTANCE D'ARGILES COMPACTEES EN PLACELIANG Y; LOVELL CW.1983; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1983; VOL. 20; NO 1; PP. 36-46; ABS. FRE; BIBL. 28 REF.Article

USE OF CYCLIC ELEMENTS TESTS TO ASSESS SCALE MODELS = ESSAIS CYCLIQUES POUR EVALUER LA PERTINENCE DE L'ECHELLE DU MODELE DESTINE AUX ESSAISPROCTER DC; KHAFFAL JH.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 9; PP. 1119-1132; BIBL. 15 REF.Article

VOLUME CHANGE BEHAVIOR OF DESICCATED SOILS = CHANGEMENT DE VOLUME DES SOLS DESSECHESSRIDHARAN A; ALLAM MM.1982; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO 8; PP. 1057-1071; BIBL. 24 REF.Article