DRILLING AND SAMPLING FROZEN FINE-GRAINED SOILS = FORAGE ET ECHANTILLONNAGE DE SOL GELE A GRAIN FINHORVATH JS; JOHNSON FW.1983; GEOTECHNICAL TESTING JOURNAL; ISSN 0149-6115; USA; DA. 1983; VOL. 6; NO 1; PP. 40-41; BIBL. 2 REF.Article

RECUPERATION INTEGRALE DE CAROTTES INTACTES EN TERRAINS MEUBLESJANNAIRE MM.1981; IND MINER.; ISSN 0302-2129; FRA; DA. 1981; VOL. 63; NO 1; PP. 29-33; ABS. ENGArticle

LOESS SOILS IN SOUTHEASTERN WASHINGTON = LOESS DANS LE SUD-EST DE L'ETAT DE WASHINGTONOLSON BO.1979; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG. DIV.; USA; DA. 1979; VOL. 105; NO 6; PP. 786-791; 4 ILL.Article

Yield states and stress-strain relationships in natural plastic clay = Etats limites et relations contrainte-déformation d'argile naturelle plastiqueGRAHAM, J; NOONAN, M. L; LEW, K. V et al.Canadian geotechnical journal. 1983, Vol 20, Num 3, pp 502-516, issn 0008-3674Article

A new technique for measuring broadband dielectric spectra of undisturbed soil samplesLAUER, K; WAGNER, N; FELIX-HENNINGSEN, P et al.European journal of soil science. 2012, Vol 63, Num 2, pp 224-238, issn 1351-0754, 15 p.Article

Use of a chain saw for obtaining undisturbed block samples = Utilisation d'une scie à chaîne pour obtenir des blocs échantillons non remaniésTIEDEMANN, D. A; SORENSEN, R. D.ASTM geotechnical testing journal. 1983, Vol 6, Num 3, pp 157-159, issn 0149-6115Article

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

GLOBALNY OPIS PELZANIA ILOW DOLNOSLASKICH = SPECIFICATION GLOBALE DU FLUAGE DES ARGILESSTACHON M; KWASNIK PIASCIK A; KISIEL I et al.1982; ARCHIWUM HYDROTECHNIKI; ISSN 0004-0789; POL; DA. 1982; VOL. 29; NO 1-2; PP. 153-173; ABS. RUS/ENG; BIBL. 11 REF.; 4 TAB. ; TABL./ILL.Article

PREDICTION AND OBSERVATION OF A MODEL GRAVITY PLATFORM ON DRAMMEN CLAY = PREVISION ET OBSERVATION D'UNE PLATEFORME GRAVITAIRE MODELE SUR L'ARGILE DE DRAMMENANDERSEN KH; SELNES PB; ROWE PW et al.1981; APPL. OCEAN RES.; ISSN 0141-1187; GBR; DA. 1981; VOL. 3; NO 2; PP. 63-72; BIBL. 7 REF.Article

THE PROPAGATION OF ULTRASONIC WAVES IN STRONG ROCKS.TOOMBS AF.1978; TRANSP. ROAD RES. LAB., SUPPL. REP.; GBR; DA. 1978; NO 384; PP. 1-9; H.T. 6; BIBL. 4 REF.Serial Issue

UNDER-REAMED PILES IN KASHMIR SRINAGAR VALLEY SOFT CLAY.AGRAWAL KB; JAIN GS.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 561-570; BIBL. 10 REF.Conference Paper

DYNAMIC PROPERTIES OF SOLFT CLAY FOR WIDE STRAIN RANGE = PROPRIETES DYNAMIQUES DE L'ARGILE MOLLE POUR UN LARGE DOMAINE DE DEFORMATIONKOKUSHO T; YOSHIDA Y; ESASHI Y et al.1982; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1982; VOL. 22; NO 4; PP. 1-18; BIBL. 18 REF.Article

SPECIMEN SIZE EFFECT IN SIMPLE SHEAR TEST = EFFET DES DIMENSIONS DU SPECIMEN SUR L'ESSAI DE CISAILLEMENT SIMPLEVUCETIC M; LACASSE S.1983; PUBLIKASJON - NORGES GEOTEKNISKE INSTITUTT; ISSN 0078-1193; NOR; DA. 1983; NO 145; PP. 1-19; BIBL. 19 REF.Article

ETUDE PAR CENTRIFUGATION D'UN REMBLAI CONSTRUIT SUR ARGILE MOLLE.PINCENT B; QUEYROI D; BLONDEAU F et al.1977; IN: GEOTECH. ASPECTS SOFT CLAYS. PROC. INT. SYMP.; BANGKOK, THAIL.; 1977; BANGKOK, THAIL.; ASIAN INST. TECHNOL.; DA. 1977; PP. 527-546; BIBL. 1 P. 1/2Conference Paper

Anisotropic deformation-strength properties of soft sedimentary rock .2Shirasü originated from pyroclastic flows = Propriétés résistance-déformation anisotropiques de roche sédimentaire molle. «Shirasu» provenant des écoulements pyroclastiquesHARUYAMA, M; KITAMURA, R.Soils and foundations. 1984, Vol 24, Num 4, pp 84-94, issn 0038-0806Article

Stress-strain-time behavior of deep sea clays = Comportement contrainte-déformation ― temps d'argiles marines en eau profondeSILVA, A. J; MORAN, K; AKERS, S. A et al.Canadian geotechnical journal. 1983, Vol 20, Num 3, pp 517-531, issn 0008-3674Article

Vane shear data on undrained residual strength = Résultats d'essais scissométriques: résistance résiduelle non drainéePYLES, M. R.Journal of geotechnical engineering. 1984, Vol 110, Num 4, pp 543-547, issn 0733-9410Article

Cyclic simple shear behavior of fine grained soils = Comportement de cisaillement simple cyclique des sols à grains finsDYVIK, R; ZIMMIE, T. F; SCHIMELFENYG, P et al.Publikasjon - Norges Geotekniske Institutt. 1983, Num 149, issn 0078-1193, 6 p.Article

Liquéfaction des dépôts de sableYOSHIMI, Y.Tsuchi to kiso. 1985, Vol 33, Num 8, pp 3-8, issn 0041-3798Article

DEFORMATION CHARACTERISTICS OF WEATHERED BANGKOK CLAY IN TRIAXIAL EXTENSION.BALASUBRAMANIAM AS; WAHEED UDDIN.1977; GEOTECHNIQUE; G.B.; DA. 1977; VOL. 27; NO 1; PP. 75-92; ABS. FR.; BIBL. 20 REF.; 21 ILL.Article

LONG HYDROPLASTIC (PLASTIC-BARREL) SEDIMENT CORES SUITABLE FOR GEOTECHNICAL TESTING = DES TUBES CAROTTIERS HYDROPLASTIQUES LONGS (CORPS EN MATIERE PLASTIQUE) POUR SEDIMENTS, ADAPTES AUX ESSAIS GEOTECHNIQUESALMAGOR GIDEON; ARGAS DAN.1981; MAR. GEOL.; ISSN 0025-3227; USA; DA. 1981; VOL. 43; NO 3-4; PP. M69-M73Article

A TRUE TRIAXIAL APPARATUS = UN APPAREIL TRIAXIAL EXACTJACOBSEN HM.1982; QUALITY OF MECHANICAL OBSERVATIONS ON PARTICULATE MEDIA. EUROMECH COLLOQUIUM 157/1982-08-18/LYNGBY; DNK; LYNGBY: TECHNICAL UNIVERSITY OF DENMARK; DA. 1982; PP. M.1-M.9; BIBL. 8 REF.; ILL.Conference Paper

GEOTECHNICAL ASSESSMENT OF SUPERFICIAL MARINE SEDIMENTS USING IN-SITU GEOPHYSICAL PROBES = EVALUATION GEOTECHNIQUE DES SEDIMENTS MARINS SUPERFICIELS AU MOYEN DE SONDES GEOPHYSIQUES IN SITUJACKSON PD; BARIA R; MCCA NN DM et al.1981; OCEAN MANAGE.; ISSN 0302-184X; NLD; DA. 1981; VOL. 7; NO 1-4; PP. 189-209; BIBL. 2 P.; ILL.Article

CRITICAL STATE PARAMETERS AND PEAK STRESS ENVELOPES FOR BANGKOK CLAYS.BALASUBRAMANIAM AS; HWANG ZUE MING; UDDIN W et al.1978; QUART. J. ENGNG GEOL.; GBR; DA. 1978; VOL. 11; NO 3; PP. 219-232; BIBL. 7 REF.Article

ETUDE DU COMPORTEMENT DE MARNE SOUMISE A DES SOLLICITATIONS REPETEESBIAREZ J; EL HOSRI MS.1979; ; FRA; DA. 1979; DGRST-78 7 0241; 21 P.-PL.; 30 CM; ACTION CONCERTEE: PROBLEMES D'AMENAGEMENT D'URBANISME ET DE CONSTRUCTIONReport