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Renforcement des sols par des nappes d'éléments souples et discontinus : étude du procédé plasterreDali Braham, Madjid; Gielly, Jacques.1989, 208 p.Thesis

Comportement mécanique des enrobés au bitume et au bitume-polymère (styrelf 13). Utilisation de l'essai triaxial de révolution = Mechanical behaviour of bituminous mixtures with bitumen and with polymer-bitumen (Styrelf 13). Use of triaxial revolution testYan, XILI; Di Benedetto, Hervé.1992, 326 p.Thesis

Critical state for overconsolidated unsaturated silty soilESTABRAGH, A. R; JAVADI, A. A.Canadian geotechnical journal. 2008, Vol 45, Num 3, pp 408-420, issn 0008-3674, 13 p.Article

A MULTISTAGE TRIAXIAL TEST FOR UNSATURATED SOILS = UN ESSAI TRIAXIAL MULTIETAGE POUR DES SOLS NON SATURESHO DYF; FREDLUND DG.1982; GEOTECH. TEST. J.; ISSN 0149-6115; USA; DA. 1982; VOL. 5; NO 1-2; PP. 18-25; BIBL. 12 REF.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

EXTERNAL SHAPE DETERMINATION OF CYLINDRICAL SOIL AND ROCK SAMPLESHOLLINGSWORTH JA.1972; C.S.I.R.O., DIV. APPL. GEOMECH. TECH. REP.; AUSTRAL.; DA. 1972; NO 14; PP. 1-11Article

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

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

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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

INFLUENCE DE LA NATURE DE LA FRACTION ARGILEUSE SUR QUELQUES CARACTERISTIQUES MECANIQUES DE MATERIAUX GRANULEUX FINSFATTON A.1975; ; S.L.; DA. 1975; PP. (164 P.); H.T. 10; BIBL. 2 P. 1/2; 6 ILL.; (THESE DOCT. 3E CYCLE, SPEC. SEDIMENTOL.; PARIS-SUD)Thesis

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

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