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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

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 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

DISPOSITIF POUR ESSAIS DES MATERIAUX AU FLUAGE PENDANT UNE COMPRESSION TRIAXIALEKOGAN EA.1977; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1977; NO 3; PP. 34-35; BIBL. 4 REF.Article

DEVIATORIC STRESS STRAIN THEORY FOR SOILS.JUAREZ BADILLO E.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 141-152; 10 ILL.Conference Paper

EQUATIONS DE LA COMPRESSION HYDROSTATIQUE DES CORPS SOLIDESUL'MAN V; PAN'KOV VL.1977; FIZ. ZEMLI; S.S.S.R.; DA. 1977; NO 9; PP. 11-28; BIBL. 39 REF.Article

ETUDE EXPERIMENTALE DES LOIS DE COMPORTEMENT EN GRANDES DEFORMATIONS A L'AIDE D'UNE PRESSE REELLEMENT TRIDIMENSIONNELLE.LANIER J.1976; CAH. GR. FR. RHEOL.; FR.; DA. 1976; VOL. 4; NO 2; PP. 53-60; ABS. ANGL.; BIBL. 4 REF.Article

ETUDE DE LA SOLIDITE DU GYPSE SOUS TRACTION UNIFORMEBICH PM.1980; PROBL. PROCN. (KIEV); ISSN 0556-171X; UKR; DA. 1980; NO 2; PP. 107-109; BIBL. 3 REF.Article

STRESSES AND STRAINS IN SAND IN AXIALLY SYMMETRICAL CASE.KEZDI A; HORVATH G.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 161-164; 7 ILL.Conference Paper

ESTIMATION DE LA SENSIBILITE DES CAPTEURS DE COMPRESSION TRIAXIALE SOUS SOLLICITATIONS CYCLIQUESBRONSHTEJN IK; SOKURENKO YU V; SOBOLEV AL et al.1977; ZAVODSK. LAB.; S.S.S.R.; DA. 1977; VOL. 43; NO 9; PP. 1145-1146; BIBL. 3 REF.Article

A QUASI-PRECONSOLIDATION CLAY MODEL.DAVIDSON JL.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 75-79; BIBL. 8 REF.; 11 ILL.Conference Paper

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

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

CONDITION EMPIRIQUE DE RESISTANCE DU BETON LORS D'UNE COMPRESSION HETEROGENE SUIVANT LES TROIS AXESGROZDOV VT; GALKIN LV; OLEJNIKOV VV et al.1981; ZIV. VYSS UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 8; PP. 20-24; BIBL. 8 REF.Article

DEMONSTRATION OF INCREASE IN SHEAR STRENGTH OF REMOULDED SOIL BLOCKS DUE TO AGING AND ITS DECREASE ON VIBRATION, BY TRIAXIAL COMPRESSION TESTSROY SC.sdINTERNATIONAL CONGRESS OF SOIL SCIENCE. 11/1978/EDMONTON, ALBERTA; CAN; DA. S.D.; VOL. 1; PP. 49; IDEM FRE GERConference Paper

Laboratory equipment for the strength and deformability studies of the rock materials under multiaxial stress stateLEVTCHOUK, V. E; GAZIEV, E. G.MJFR : International conference on mechanics of jointed and faulted rock. 1998, pp 417-422, isbn 90-5410-955-6Conference Paper

Quality of lubrication of end platens, membrane penetration and bedding error = Qualité de lubrification des plaques terminales, pénétration de la membrane et erreur due à la déformabilité des couches de lubrificationMOLENKAMP, F.International workshop on constitutive relations for soils. 1984, pp 91-93Conference Paper

A simple device for automatic volume change measurements = Un mécanisme simple pour les mesures automatiques de changement de volumeJOHNSTON, I. W; CHIU, H. K.1982, Vol 13, Num 2, pp 235-238, issn 0046-5828Article

Dreiaxiale Anlagen entwicklet an der Bergakademie Freiberg, ihr Gebrauch und die Erreichten Ergebnisse = Triaxial equipment developed at the Freiberg Mining Academy, its use and resultsGLOTH, H.1990, Vol 2, pp 145-150, issn 0353-4529Article

Strength and deformation characteristics of flat and cubical rubber tyre chip-sand mixturesBERGADO, D. T; YOUWAI, S; RITTIRONG, A et al.Geotechnique. 2005, Vol 55, Num 8, pp 603-606, issn 0016-8505, 4 p.Article

Definition of fines and liquefaction resistance of Maoluo River soilUENG, Tzou-Shin; SUN, Chia-Wen; CHEN, Chieh-Wen et al.Soil dynamics and earthquake engineering (1984). 2004, Vol 24, Num 9-10, pp 745-750, issn 0267-7261, 6 p.Conference Paper

Proposition d'une nouvelle technique d'essai en place : l'appareil triaxial in situ = Development of a new soil investigation technique: the in situ triaxial testREIFFSTECK, P; BOREL, S.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 295-302, isbn 2-85978-363-6Conference Paper

Récents développements de la technique osmotique de contrôle de succion = Recent developments in the osmotic technique of controlling suctionDELAGE, P; CUI, Y. J; DE LAURE, E et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 575-578, isbn 90-2651-853-6, 3VolConference Paper

L'instrumentation et l'informatique au service de la géotechnique = Instrumentation and informatics as tools for geotechnicsEJJAAOUANI; EL GAMALI; BOURCHOUK et al.La recherche appliquée au LPEE (Laboratoire Public d'Essais et d'Etudes) : Bilan 1996-1997. 1998, pp 43-44, isbn 9981-809-06-3Book Chapter

Méthode graphique pour déterminer le paramètre de contrôle dans l'essai triaxial à état de rupture continueYANG ZHIFA.Dìzhì kexué. 1985, Num 3, pp 266-274, issn 0563-5020Article

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