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

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

Direkte Messung der Fliesseigenschaften von Schüttgütern mit einem abgeänderten Triaxial-gerät = Mesure directe des caractéristiques d'écoulement des matériaux en vrac à l'aide d'un appareil triaxial modifié = Direct measurement of the flow properties of bulk solids by a modified triaxial testerHAAKER, G; RADEMACHER, F. J. C.Aufbereitungs-Technik. 1983, Vol 24, Num 11, pp 647-655, issn 0004-783XArticle

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

Repeated load trixial testing of frozen and thawed soils = Essais triaxiaux de charges répétées de sols gelés et dégelésCOLE, D. M; DURELL, G; CHAMBERLAIN, E et al.ASTM geotechnical testing journal. 1985, Vol 8, Num 4, pp 166-170, issn 0149-6115Article

Micromechanics of granular material response during load reversals: Combined DEM and experimental studyO'SULLIVAN, Catherine; LIANG CUI.Powder technology. 2009, Vol 193, Num 3, pp 289-302, issn 0032-5910, 14 p.Conference Paper

Strength of jointed rock masses = Résistance de masses de rochers jointivesHOEK, E.Geotechnique. 1983, Vol 33, Num 3, pp 187-223, issn 0016-8505Article

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

DAS ECHTE TRIAXIALGERAET DB 600/300 = L'APPAREIL DE MESURES TRIAXIALES REELLES DB 600/300HEYNE KH.1979; TECHNIK; DDR; DA. 1979; VOL. 34; NO 5; PP. 272-275; BIBL. 4 REF.Article

Strength of various sands in triaxial and cyclic direct shear testsCABALAR, Ali Firat; DULUNDU, Kemal; TUNCAY, Kagan et al.Engineering geology. 2013, Vol 156, pp 92-102, issn 0013-7952, 11 p.Article

Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok claysSURARAK, Chanaton; LIKITLERSUANG, Suched; WANATOWSKI, Dariusz et al.Soils and foundations. 2012, Vol 52, Num 4, pp 682-697, issn 0038-0806, 16 p.Article

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

Micromechanical Modeling for Inherent Anisotropy in Granular MaterialsCHANG, Ching S; YIN, Zhen-Yu.Journal of engineering mechanics. 2010, Vol 136, Num 7, pp 830-839, issn 0733-9399, 10 p.Article

Response to the questionnaire = Réponse au questionnaireBIANCHINI, G; PUCCINI, P.International workshop on constitutive equations for granular non-cohesive soils. 1989, pp 63-79Conference Paper

Etude expérimentale du comportement mécanique du sel en extensionBERGUES, J; CHARPENTIER, J. P; DAO, M et al.International congress on rock mechanics. 6. 1987, pp 805-808Conference Paper

Un nouvel appareil triaxial pour les sols non-saturésDELAGE, P; SURAJ DE SILVA, G. P. R; DE LAURE, E et al.European conference on soil mechanics and foundation engineering. 9. 1987, pp 25-28Conference Paper

Distribution des hypocentres et mécanisme focal des signaux d'émission acoustique sous compression triaxiale: appareil et distribution des hypocentresIDEHARA, O; SATOH, T; NISHIZAWA, O et al.Jishin. 1986, Vol 39, Num 2, pp 289-300, issn 0037-1114Article

Comportement du milieu pulvérulentHABIB, P; MINH PHONG LUONG.Génie parasismique. 1985, pp 303-311Book Chapter

Evaluation of a large sample triaxial facility: a progress report = Rapport d'avancement sur l'évaluation d'une installation d'essais triaxiaux pour gros échantillonsREEVES, M. J.US symposium on rock mechanics. 26. 1985, pp 1033-1040Conference Paper