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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

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

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

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

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

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

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

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

Study on static and dynamic strength characteristics of tailings silty sand and its engineering applicationLIU, Hai-Ming; YANG, Chun-He; ZHANG CHAO et al.Safety science. 2012, Vol 50, Num 4, pp 828-834, issn 0925-7535, 7 p.Conference 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

Structure initiale et propriétés de liquéfaction statique d'un sable = Initial structure and static liquefaction properties of sandBENAHMED, Nadia; CANOU, Jean; DUPLA, Jean-Claude et al.Comptes rendus. Mécanique. 2004, Vol 332, Num 11, pp 887-894, issn 1631-0721, 8 p.Article

A DOUBLE HARDENING MODEL FOR SAND = MODELE A DOUBLE ECROUISSAGE POUR LE SABLEVERMEER PA.1978; GEOTECHNIQUE; GBR; DA. 1978; VOL. 28; NO 4; PP. 413-433; ABS. FRE; BIBL. 28 REF.Article

Evaluation of Shear Wave Velocity from Bender Elements Using Cross-CorrelationAIREY, David; MOHSIN, A. K. M.ASTM geotechnical testing journal. 2013, Vol 36, Num 4, pp 506-514, issn 0149-6115, 9 p.Conference Paper

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

Suggested methods for determining the strength of rock materials in triaxial compression: revised version = Méthodes suggérées de détermination de la résistance de matériaux rocheux en compression triaxiale; version réviséeKOVARI, K; TISA, A; EINSTEIN, H. H et al.International journal of rock mechanics and mining sciences. 1983, Vol 20, Num 6, pp 283-290, issn 0020-7624Article

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