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

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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

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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

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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

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

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

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

EARTHWORKS IN SOFT CHALK: PERFORMANCE AND PREDICTION.CLARKE RH.1977; HIGHWAY ENGR; G.B.; DA. 1977; VOL. 24; NO 3; PP. 18-21Article

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

A PROPOSED STANDARD TEST METHOD FOR A FREE FALL PENETRATION TESTRIGGS CO.1982; GEOTECH. TESTING J.; USA; DA. 1982; VOL. 5; NO 3/4; PP. 89-92Article

A PROPOSED STANDARD TEST METHOD FOR A FREE FALL PENETRATION TEST = METHODE PROPOSEE D'ESSAI NORMALISE POUR DES ESSAIS DE PENETRATION EN CHUTE LIBRERIGGS CO.1982; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 3-4; PP. 89-92Article

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

GEOTECHNICAL CHARACTERIZATION OF DESICCATED CLAY = CARACTERES GEOTECHNIQUES DE L'ARGILE DESHYDRATEEMAHAR LJ; O'NEILL MW.1983; J. GEOTECH. ENG.; USA; DA. 1983; VOL. 109; NO 1; PP. 56-71Article

THE SHAFT RESISTANCE OF AXIALLY LOADED PILES IN CLAY = RESISTANCE DU FUT DE PIEUX CHARGES AXIALEMENT DANS DE L'ARGILEPOTTS DM; MARTINS JP.1983; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1983; VOL. 32; NO 4; PP. 369-386; BIBL. 15 REF.Article

UNDRAINED DEFORMATION CHARACTERISTICS OF SAND IN MULTI-DIRECTIONAL SHEAR = CARACTERISTIQUES DE DEFORMATION NON DRAINE DE SABLE EN CISAILLEMENT MULTIDIRECTIONNELYAMADA Y; ISHIHARA K.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 61-79; BIBL. 7 REF.Article

UNDRAINED SHEAR STRENGTH IN STABILITY CALCULATION OF EMBANKMENTS AND FOUNDATIONS ON SOFT CLAYS = RESISTANCE AU CISAILLEMENT NON DRAINE AFIN DE DETERMINER LA STABILITE DES REMBLAIS ET DES FONDATIONS SUR ARGILES MOLLESLARSSON R.1980; CAN. GEOTECH. J.; ISSN 0008-3674; CAN; DA. 1980; VOL. 17; NO 4; PP. 591-602; ABS. FRE; BIBL. 53 REF.Article

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THE INFLUENCE OF DISTURBANCE DUE TO SAMPLE PREPARATION ON THE UNDRAINED STRENGTH OF SATURATED COHESIVE SOIL = INFLUENCE DU REMANIEMENT DU A LA PREPARATION DE L'ECHANTILLON SUR LA RESISTANCE NON DRAINEE DE SOL COHERENT SATUREKIMURA T; SAITOH K.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 109-120; BIBL. 11 REF.Article

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