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kw.\*:("COMPRESSION TRIAXIALE")

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METHODE DE DETERMINATION DU COEFFICIENT DE POISSON DE ROCHES SOUMISES A DES ESSAIS DE COMPRESSION AVEC PRESSION LATERALEFILCEK H; SKUDRZYK F; WALASZCZYK J et al.1972; ZESZ. NAUK. AKAD. GORN.-HUTN. STANISLAWA STASZICA; POLSKA; DA. 1972; NO 348; PP. 85-93; ABS. ANGL. RUSSE; BIBL. 6 REF.Serial Issue

LABORATORY EQUIPMENTS FOR THE COMPRESSION TESTS OF LAW-STRENGTH WATER-RESERVOIR ROCKSBODONYI J; BENECZ I; NAGY B et al.1973; PUBL. HUNGAR. MING RES. INST.; HUNGARY; DA. 1973; NO 16; PP. 23-28; ABS. FR. ALLEM. RUSSE; 12 ILL.Article

LOIS DE LA DEFORMATION LONGITUDINALE DU BETON SOUMIS A UNE COMPRESSION TRIAXIALE PROPORTIONNELLESOLOMENTSEV GG.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 10; PP. 20-24; BIBL. 3REF.Article

ETUDES FONDAMENTALES SUR LE MECANISME DE RUPTURE D'UNE ROCHE FISSUREENISHIDA T; AOKI K; SAKAI O et al.1973; J. MING METALLURG. INST. JAP.; JAP.; DA. 1973; VOL. 89; NO 1019; PP. 2-6; ABS. ANGL.; BIBL. 2 REF.Serial Issue

STRAIN PREDICTIONS IN GRANULAR SOILSKIRKPATRICK WM.1974; RHEOL. ACTA; ALLEM.; DA. 1974; VOL. 13; NO 2; PP. 191-198; BIBL. 18 REF.; 4 ILL.; (6TH INT. CONGR. RHEOL. PROC. IV; LYON; 1972)Conference Paper

FRACTURE DE LA NEIGE SOUS UNE COMPRESSION TRIAXIALEKAWADA K; HUZIOKA T.1972; LOW TEMPER. SCI., A; JAP.; DA. 1972; NO 30; PP. 53-64; ABS. ANGL.; BIBL. 7REF.Serial Issue

ETUDE EXPERIMENTALE DE LA RESISTANCE DU BETON A LA COMPRESSION TRIAXIALEMALASHKIN YU N; TYABLYKOV BV.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 12; PP. 154-159; BIBL. 5 REF.Article

COMPORTEMENT DES ROCHES ARGILEUSES, SOUMISES A DES COMPRESSIONS TRIAXIALES, DANS LES FLUIDES DE FORAGERACZKOWSKI J; MIKOS T; SKUDRZYK F et al.1972; ZESZ. NAUK. AKAD. GORN.-HUTN. STANISLAWA STASZICA; POLSKA; DA. 1972; NO 348; PP. 95-126; ABS. ANGL. RUSSE; BIBL. 8 REF.Serial Issue

ESTIMATING THE STRENGTH OF ROCK MATERIALSBIENIAWSKI ZT.1974; J.S. AFR. INST. MING METALLURGY; S. AFR.; DA. 1974; VOL. 74; NO 8; PP. 312-320; ABS. AFRIKAANS; BIBL. 18 REF.Article

EMPLOI DU RAYONNEMENT GAMMA POUR L'ETUDE DE LA COMPACTION D'ECHANTILLONS DE ROCHES COMPRIMEES DANS TOUTES LES DIRECTIONSPOPOV EH P; KIMKOV VI.1973; ZAP. LENINGRAD. GORN. INST.; S.S.S.R.; DA. 1973; VOL. 61; NO 1; PP. 105-109; BIBL. 3 REF.Serial Issue

RESISTANCE DU BETON A UNE COMPRESSION TRIAXIALE IRREGULIEREKASIMOV RG.1977; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1977; NO 10; PP. 27-28; BIBL. 4 REF.Article

A PROPOS D'UNE FONCTION CARACTERISTIQUE DE LA RESISTANCE DU BETON EN COMPRESSION TRIAXIALEKARPENKO NI.1982; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1982; NO 2; PP. 33-36; BIBL. 6 REF.Article

THE SLIDING CHARACTERISTICS OF SANDSTONE ON QUARTZ FAULT-GOUGE.ENGELDER JT; LOGAN JM; HANDIN J et al.1975; PURE APPL. GEOPHYS.; SWITZ.; DA. 1975; VOL. 113; NO 1-2; PP. 69-86; BIBL. 23 REF.Article

A SIMPLE AXIAL DISPLACEMENT GAUGE FOR USE IN THE TRIAXIAL APPARATUS = UNE JAUGE SIMPLE DE DEPLACEMENT AXIAL POUR L'UTILISATION D'UNE CELLULE TRIAXIALEBURLAND JB; SYMES M.1982; GEOTECHNIQUE; ISSN 0016-8505; GBR; DA. 1982; VOL. 32; NO 1; PP. 62-65; BIBL. 4 REF.; ILL.Article

DETERMINATION D'UN MODELE RHEOLOGIQUE POUR UNE LATERITE COMPACTEE PAR DES ESSAIS SIMPLES DE LABORATOIRESIKALI F; BACOT J; KENGNJISU MUNDI E et al.1980; MECANIQUE DES SOLS APPLIQUEE. JOURNEES UNIVERSITAIRES GENIE CIVIL/1980/LYON; FRA; VILLEURBANNE: INSA; DA. 1980; PP. 154-172; BIBL. 11 REF.Conference Paper

APPAREIL POUR L'ETUDE IN SITU DE LA COMPRESSION TRIAXIALE DES SOLSVUTKOV VG.1972; IZVEST. GEOL. INST., INZHENER. GEOL. KHIDROGEOL., SOFIJA; BALG. ; 1972, VOL. 19, P. 65 A 73Serial Issue

APPARATUS FOR MEASURING VOLUME CHANGE SUITABLE FOR AUTOMATIC LOGGING1972; GEOTECHNIQUE; G.B.; 1972, VOL. 22, NUM. 0003, P. 525 A 526Serial Issue

MODULES DES CONTRAINTES DES SOLS COHERENTS, DETERMINES PAR UN APPAREIL TRIAXIAL.EWERTOWSKA MADEJ Z.1969; ROZPR. HYDROTECH.; POL; 1969, NUM. 0024, P. 73 A 99Miscellaneous

PORE PRESSURE MEASUREMENT IN SATURATED STIFF SOILS.WISSA AEZ.1969; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1969(7), VOL. 95, NUM. 0004, P. 1063 A 1073Miscellaneous

EFFECTS OF LOADING METHOD ON TRIAXIAL TEST RESULTS.LUNDGREN R; MITCHELL JK; WILSON JH et al.1968; PROC. AMER. SOC. CIV. ENGRS, J. SOIL MECH. FOUND. DIV; USA; 1968(3), VOL. 94, NUM. 0002, P. 407 A 419Miscellaneous

EFFECTS OF ROTATION OF THE PRINCIPAL STRESS AXES AND OF THE INTERMEDIATE PRINCIPAL STRESS ON THE SHEAR STRENGTH.BROMS BB; CASBARIAN AO.1965; SWED. GEOTECH. INST., REPR. PRELIMIN. REP; SWE; 1965, NUM. 0010, P. 179 A 183Miscellaneous

COMPRESSION TRIAXIALE ET ETIRAGE BIAXIAL DE POUDRE DE POLYSTYRENE APRES COMPACTAGEHARA R; UMEYA K.1982; ZAIRYO; ISSN 0514-5163; JPN; DA. 1982; VOL. 31; NO 348; PP. 929-933; ABS. ENG; BIBL. 10 REF.Article

ACCURACY AND REPRODUCIBILITY OF TRIAXIAL TESTS = PRECISION ET REPRODUCTIBILITE DES ESSAIS TRIAXIAUXHJORTNAES PEDERSEN A; MOLENKAMP F.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 391-401; BIBL. 8 REF.; 6 TAB. ; ILL./TABL.Conference Paper

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

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

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