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kw.\*:("ESSAI TRIAXIAL")

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A MULTISTAGE TRIAXIAL TEST FOR UNSATURATED SOILS = UN ESSAI TRIAXIAL MULTIETAGE POUR DES SOLS NON SATURESHO DYF; FREDLUND DG.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 1-2; PP. 18-25; BIBL. 12 REF.Article

PRUEFANLAGE FUER DREIAXIALE FESTIGKEITSUNTERSUCHUNGEN AN BETONPROBEKOERPERN = APPAREILS D'ESSAIS POUR L'EVALUATION DE LA RESISTANCE MECANIQUE D'EPROUVETTES EN BETON SOUS CHARGE TRIAXIALEWINKLER H.1976; MATERIALPRUEFUNG; DTSCH.; DA. 1976; VOL. 18; NO 4; PP. 127-133; ABS. ANGL. FR.; BIBL. 10REF.Article

TRIAXIAL CREEP TESTS OF OPOHONGA LIMESTONE AND OPHIR SHALECOGAN J.1976; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1976; VOL. 13; NO 1; PP. 1-10; BIBL. 9 REF.; 12 ILL.Article

CHARACTERIZATION OF THE STRESS-STRAIN RELATIONSHIP FOR ASPHALT TREATED BASE MATERIALSAWAD IS; RUTZ FR; TERREL RL et al.1973; IN: ASPHALT PAVING TECHNOL. PROC. ASSOC. ASPHALT PAVING TECHNOL. TECH. SESS.; HOUSTON, TEX.; 1973; MINNEAPOLIS; ASSOC. ASPHALT PAVING TECHNOL.; DA. 1973; PP. 230-251; BIBL. 1 P. 1/2Conference Paper

MODERN ELECTRONICS FOR GEOTECHNICAL ENGINEERS. 8-MICROPROCESSOR APPLICATIONSMOORE CA.1981; GEOTECH. TESTING J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 79-82Article

EXTERNAL SHAPE DETERMINATION OF CYLINDRICAL SOIL AND ROCK SAMPLESHOLLINGSWORTH JA.1972; C.S.I.R.O., DIV. APPL. GEOMECH. TECH. REP.; AUSTRAL.; DA. 1972; NO 14; PP. 1-11Article

SIGNIFIANCE OF VARIABLY CONFINED TRIAXIAL TESTING = IMPORTANCE DE L'ESSAI TRIAXIAL AVEC PRESSION D'ENCEINTE VARIABLEALLEN JJ; THOMPSON MR.1974; PROC. AMER. SOC. CIV. ENGRS, TRANSPORT. ENGNG J. A.S.C.E.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 827-843; BIBL. 6 REF.Article

EFFECT OF EDGE CONDITIONS ON TEST RESULTS FOR CONCRETE.HERRMANN LR.1978; CEMENT CONCR. RES.; G.B.; DA. 1978; VOL. 8; NO 1; PP. 25-36; ABS. ALLEM.; BIBL. 10 REF.Article

A SIMPLE PIEZOMETER PROBE FOR THE ROUTINE MEASUREMENT OF PORE PRESSURE IN TRIAXIAL TESTS ON SATURED SOILSHIGHT DW.1982; GEOTECHNIQUE; GBR; DA. 1982; VOL. 32; NO 4; PP. 396-401; BIBL. 11 REF.Article

ELASTIC AND PLASTIC STRAIN PROPERTIES OF SANDCHIN SU TING.1982; J. GEOTECHN. ENG. DIV.; USA; DA. 1982; VOL. 108; NO 5; PP. 787-793Article

TRIAXIAL TESTING AT THE NORWEGIAN GEOTECHNICAL INSTITUTE = ESSAI TRIAXIAL A L'INSTITUT GEOTECHNIQUE DE NORVEGEBERRE T.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 1-2; PP. 3-17; BIBL. 26 REF.Article

EFFECT OF STRESS CONCENTRATIONS ON THE CYCLIC BEHAVIOR OF SANDSCHANEY RC; STEVENS E; SHETH N et al.1980; GEOTECH. TES. J.; ISSN 0149-6115; USA; DA. 1980; VOL. 3; NO 3; PP. 97-104; BIBL. 7 REF.Article

INFLUENCE DE LA NATURE DE LA FRACTION ARGILEUSE SUR QUELQUES CARACTERISTIQUES MECANIQUES DE MATERIAUX GRANULEUX FINSFATTON A.1975; ; S.L.; DA. 1975; PP. (164 P.); H.T. 10; BIBL. 2 P. 1/2; 6 ILL.; (THESE DOCT. 3E CYCLE, SPEC. SEDIMENTOL.; PARIS-SUD)Thesis

EFFECT OF STRESS PATH GEOMETRY ON SOIL BRITTLENESS = EFFET DE LA GEOMETRIE DU TRACE DES CONTRAINTES SUR LA TENDANCE DU SOL A LA RUPTURELAW KT.1981; GEOTECHNIQUE; GBR; DA. 1981; VOL. 31; NO 2; PP. 279-287; BIBL. 18 REF.Article

A NEW METHOD TO MEASURE LATERAL STRAIN IN UNIAXIAL AND TRIAXIAL COMPRESSION TESTS = NOUVELLE METHODE DE MESURE DE LA DEFORMATION LATERALE DANS LES ESSAIS DE COMPRESSION UNIAXIAUX ET TRIAXIAUXATTINGER RO; KOEPPEL J.1983; ROCK MECHANICS; ISSN 0035-7448; AUT; DA. 1983; VOL. 16; NO 1; PP. 73-78; BIBL. 6 REF.Article

COMPRESSIBILITY AND BEARING CAPACITYISMAEL NF; VESIC AS.1981; J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1981; VOL. 107; NO 12; PP. 1677-1691; BIBL. 9 REF.Article

SURVEY OF LABORATORY DEVICES FOR MEASURING SOIL VOLUME CHANGE = APERCU DES DISPOSITIFS DE LABORATOIRE POUR LA MESURE DES VARIATIONS DE VOLUME DES SOLSALVA HURTADO JE; SELIG ET.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 1; PP. 11-18; BIBL. 30 REF.Article

THEORETICAL ANALYSIS OF THE TRIAXIAL TEST OF REINFORCED SAND.SAWICKI A.1977; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1977; NO 31; PP. 209-217; ABS. POL. RUSSE; BIBL. 2 REF.Article

INCREMENTAL LOADING DEVICE FOR STRESS PATH AND STRENGTH TESTING OF SOILSNAGARAJ TS; MURTHY MK; SRIDHARAN A et al.1981; GEOTECH. TESTING J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 74-78; BIBL. 10 REF.Article

MODERN ELECTRONICS FOR GEOTECHNICAL ENGINEERS. VIII: MICRO-PROCESSOR APPLICATIONS = ELECTRONIQUE MODERNE POUR DES INGENIEURS GEOTECHNICIENS. VIII. APPLICATIONS DES MICROPROCESSEURSMOORE CA.1981; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1981; VOL. 4; NO 2; PP. 79-82Article

INCERCAREA MIXTURILOR ASFALTICE LA COMPRESIUNE TRIAXIALA = ESSAI DE MELANGES ASPHALTIQUES A LA COMPRESSION BIAXIALESGANJULA DI; PLACINTA C; SALINIUC Z et al.1978; BUL. INST. POLITECH. IASI, 5; ROM; DA. 1978; VOL. 24; NO 1-2; PP. 103-108; ABS. RUS; BIBL. 2 REF.Article

PROPIEDADES MECANICAS DE MEZCLAS DE SUELO-ENROCAMIENTO. = PROPRIETE MECANIQUE DES MELANGES DE SOL-ENROCHEMENTMARSAL RJ; FUENTES DE LA ROSA A.1977; RECURS. HIDRAUL.; MEX.; DA. 1977; VOL. 6; NO 1; PP. 57-70; ABS. FR. ANGL.; BIBL. 7 REF.Article

KONSTRUKTION UND ARBEITSWEISE EINER 4905-KN-(500-MP-) DREIAXIALPRUEFMASCHINE. = CONSTRUCTION ET FONCTIONNEMENT D'UNE MACHINE DE CONTROLE A TROIS AXES DE 4905 KN (500 MP)HUETTER A; PAUL F.1977; TECHNIK; DTSCH.; DA. 1977; VOL. 32; NO 1; PP. 35-38; ABS. RUSSE ANGL. FR.; BIBL. 4 REF.Article

RESISTANCE TRANSVERSALE D'UN MINERALIER. I. COMPORTEMENT DES NODULES DE MINERAI DANS LA CALE D'UN CARGOAOKI G; TAKEMOTO H; NAOI T et al.1975; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1975; VOL. 138; PP. 305-313; ABS. ANGL.; BIBL. 10 REF.Article

CHARGES DUES A UN MINERAI S'EXERCANT SUR DES STRUCTURES DE BATEAUYAMAGUCHI I; HOMMA Y; HIRAOKA Y et al.1974; J. SOC. NAV. ARCHITECTS JAP.; JAP.; DA. 1974; VOL. 135; PP. 191-203; ABS. ANGL.; BIBL. 4 REF.Article

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