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A Failure Criterion for Rocks Based on True Triaxial Testing : ISRM Suggested MethodsCHANDONG CHANG; HAIMSON, Bezalel.Rock mechanics and rock engineering. 2012, Vol 45, Num 6, pp 1007-1010, issn 0723-2632, 4 p.Article

Investigation on contact mechanics between soil and metalKUSHWAHA, R. L; SHEN, J.Tribology transactions. 1996, Vol 39, Num 1, pp 187-193, issn 1040-2004Conference Paper

Triaxial tests on dry, naturally occurring snowLANG, R. M; HARRISON, W. L.Cold regions science and technology. 1995, Vol 23, Num 2, pp 191-199, issn 0165-232XArticle

Etude expérimentale et numérique du pressiomètre en milieu pulvérulent = Experimental and numerical study of the pressuremeter in granular mediaFawaz, Ali; Biguenet, Gérard.1993, 73 p.Thesis

Analysis of membrane penetration in triaxial test = Etude de la pénétration de la membrane dans les essais triaxiauxKRAMER, S. L; SIVANESWARAN, N; DAVIS, R. O et al.Journal of engineering mechanics. 1990, Vol 116, Num 4, pp 773-789, issn 0733-9399, 17 p.Article

Modelling and simulation of load transfer in reinforced soils: I = Modélisation et simulation de la répartition des charges dans les sols renforcés: IJURAN, I; GUERMAZI, A; CHEN, C. L et al.International journal for numerical and analytical methods in geomechanics. 1988, Vol 12, Num 2, pp 141-155, issn 0363-9061Article

Nonassociated flow and stability of granular materialsLADE, P. V; NELSON, R. B; ITO, Y. M et al.Journal of engineering mechanics. 1987, Vol 113, Num 9, pp 1302-1318, issn 0733-9399Article

On the measurement of critical state parameters of dense granular soilsJIAN CHU; LO, S.-C. R.ASTM geotechnical testing journal. 1993, Vol 16, Num 1, pp 27-35, issn 0149-6115Article

Un essai multiaxial automatique pour la caractérisation des bétonsCLEMENT, J.-L; RAMTANI, S.Les Cahiers de rhéologie (Paris). 1991, Vol 9, Num 2, pp 61-70, issn 1149-0039Article

Estimating the undrained strength of sand : A theoretical framework. Discussion. Authors' replyROY, D; CAMPANELLA, D; HUGHES, J et al.Canadian geotechnical journal. 1996, Vol 33, Num 5, pp 845-848, issn 0008-3674Article

Experimental investigation on the triaxial fatigue behaviour of plain concrete = Etude expérimentale du comportement à la fatigue dans les essais triaxiaux du béton ordinaireTALIERCIO, A.L; GOBBI, E.Magazine of Concrete Research. 1996, Vol 48, Num 176, pp 157-172, issn 0024-9831Article

Comparison of the accuracy of some conventional triaxial strength criteria for intact rockMINGQING YOU.International journal of rock mechanics and mining sciences (1997). 2011, Vol 48, Num 5, pp 852-863, issn 1365-1609, 12 p.Article

Bifurcations in the behaviour of granular materials. Stability and instabilityDRAGUSIN, L.International journal of engineering science. 1995, Vol 33, Num 8, pp 1183-1195, issn 0020-7225Article

Mise en évidence de variations brutales et d'évolutions quasi discontinues dans les courbes contrainte-déformation d'un milieu granulaire bi-dimensional de rouleaux = Existence of large and sudden variations in the biaxial stress-strain curves of two dimensional samples of cylindersEVESQUE, P; MEFTAH, W; BIAREZ, J et al.Comptes rendus de l'Académie des sciences. Série 2, Mécanique, Physique, Chimie, Sciences de l'univers, Sciences de la Terre. 1993, Vol 316, Num 3, pp 321-327, issn 0764-4450Article

Laboratory testing of river gravel used in arrester bedsAL-QADI, I. L; RIVERA-ORTIZ, L. A.Journal of testing and evaluation. 1991, Vol 19, Num 4, pp 280-291, issn 0090-3973Article

Strain rate control during deformation of ice: an assessment of the performance of a new servo-controlled triaxial testing systemRIST, M. A; SAMMONDS, P. R; MURRELL, S. A. F et al.Cold regions science and technology. 1991, Vol 19, Num 2, pp 189-200, issn 0165-232XArticle

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

Effects of cross anisotropy on three-dimensional behavior of sand. I: Stress-strain behavior and shear bandingABELEV, Andrei V; LADE, Poul V.Journal of engineering mechanics. 2003, Vol 129, Num 2, pp 160-166, issn 0733-9399, 7 p.Article

Poroelastic properties of limestones and sandstones under hydrostatic conditionsFABRE, D; GUSTKIEWICZ, J.International journal of rock mechanics and mining sciences (1997). 1997, Vol 34, Num 1, pp 127-134, issn 1365-1609Article

Slope stability analyses in stiff fissured claysSTARK, T. D; EID, H. T.Journal of geotechnical and geoenvironmental engineering. 1997, Vol 123, Num 4, pp 335-343, issn 1090-0241Article

Ètude mécanique et micromécanique des matériaux granulaires ; Ètude expérimentale et simulation numérique = Mechanical and micromechanical study of granular materials: Experimental study and numerical simulationGueddoum, Noureddine; Roth, J.-C.1996, 149 p.Thesis

Effect of stiffness and amount of reinforcement on strength of sandAL-OMARI, R. R; NAZHAT, Y. N; DOBAISSI, H. H et al.Quarterly Journal of Engineering Geology. 1995, Vol 28, Num 4, pp 363-367, issn 0481-2085Article

Triaxial experiments on iceberg and glacier iceGAGNON, R. E; GAMMON, P. H.Journal of Glaciology. 1995, Vol 41, Num 139, pp 528-540, issn 0022-1430Article

Stress-path dependent shear strength of sandFEDA, J.Journal of geotechnical engineering. 1994, Vol 120, Num 6, pp 958-974, issn 0733-9410Article

Triaxalversuche zum Spannungs-verformungsverhalten eines Ackerbodens in Abhängigkeit von Rohdichte und Sättigungsgrad = Triaxal tests on the stress-strain-behaviour of an agricultural soil depending on bulk density and degree of saturationNEUPERT, A; MOLNAR, J.P.Archiv für Acker- und Pflanzenbau und Bodenkunde. 1992, Vol 36, Num 3, pp 217-226, issn 0365-0340Article

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