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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

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Mechanical behaviour of powders using a medium pressure flexible boundary cubical triaxial testerLI, F; PURI, V. M.Proceedings of the Institution of Mechanical Engineers. Part E, Journal of process mechanical engineering. 2003, Vol 217, Num 3, pp 233-241, issn 0954-4089, 9 p.Article

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

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

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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

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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

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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

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

Applications of the oedometer, triaxial and resonant column tests to the study of micaceous sandsCABALAR, Ali Firat.Engineering geology. 2010, Vol 112, Num 1-4, pp 21-28, issn 0013-7952, 8 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

Structural characterization of natural loess and remolded loess under triaxial testsMINGJING JIANG; FUGUANG ZHANG; HAIJUN HU et al.Engineering geology. 2014, Vol 181, pp 249-260, issn 0013-7952, 12 p.Article