kw.\*:("triaxial tests")
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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
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
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
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
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
Proposition d'une nouvelle technique d'essai en place : l'appareil triaxial in situ = Development of a new soil investigation technique: the in situ triaxial testREIFFSTECK, P; BOREL, S.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 295-302, isbn 2-85978-363-6Conference Paper
Récents développements de la technique osmotique de contrôle de succion = Recent developments in the osmotic technique of controlling suctionDELAGE, P; CUI, Y. J; DE LAURE, E et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 575-578, isbn 90-2651-853-6, 3VolConference Paper
L'instrumentation et l'informatique au service de la géotechnique = Instrumentation and informatics as tools for geotechnicsEJJAAOUANI; EL GAMALI; BOURCHOUK et al.La recherche appliquée au LPEE (Laboratoire Public d'Essais et d'Etudes) : Bilan 1996-1997. 1998, pp 43-44, isbn 9981-809-06-3Book Chapter
A simple automatic stress path control system for axial testingKOLISOJA, P.International conference on soil mechanics and foundation engineering. 1994, pp 39-42Conference Paper
A simple constitutive model of sand based on strain-path controlled testsASAKA, Y; TOKIMATSU, K; IWASAKI, K et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 1103-1109, isbn 90-5809-604-1, 7 p.Conference Paper
The influence of geological origin on the behaviour of carbonate sandsCOOP, M. R; CUCCOVILLO, T.International symposium on problematic soils IS-Tohoku '98. 1998, pp 607-610, isbn 90-5410-997-1Conference Paper
Essais triaxiaux utilisant des psychromètres = Triaxial testing using psychrometersZERHOUNI, M. I.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 673-678, isbn 90-5410-586-0Conference Paper
Multi-stage triaxial compression test under a constant cell pressureSANG-KYU KIMIAM; HYUN-TAE KIMIAM.Symposium on developments in geotechnical engineering. 1994, pp 139-147Conference Paper
Presentation of a new soil investigation technique: the in situ triaxial testREIFFSTECK, P; REVERDY, G.International Symposium on geotechnical measurements and modelling. 2003, pp 375-380, isbn 90-5809-603-3, 6 p.Conference Paper
Constitutive modeling and application of finite element analysis in geotechnical engineeringVARADARAJAN, A.Indian geotechnical journal. 2002, Vol 32, Num 1, pp 1-63, issn 0046-8983Article
Triaxial behavior of refined Superior sand modelBOUKPETI, N; DRESCHER, A.Computers and geotechnics. 2000, Vol 26, Num 1, pp 65-81, issn 0266-352XArticle
Deformation of shear zone in sedimentary soft rock observed in triaxial compressionTATSUOKA, F; KIM, Y.-S.International workshop on localisation and bifurcation theory for soils and rocks. 1994, pp 181-187Conference Paper
Méthode graphique pour déterminer le paramètre de contrôle dans l'essai triaxial à état de rupture continueYANG ZHIFA.Dìzhì kexué. 1985, Num 3, pp 266-274, issn 0563-5020Article
A constitutive model of soils for estimating liquefaction resistances = Modèle constitutif des sols pour l'estimation des résistances à la liquéfactionMATSUOKA, H; YAMAZAKI, H; KOYAMA, H et al.International conference on numerical methods in geomechanics. 1985, pp 381-388Conference Paper
On the long-term strength of undisturbed cohesive soils = Sur la résistance durable des sols cohérents non remaniésSUCHNICKA, H. B; KONDERLA, H.International conference on soil mechanics and foundation engineering. 11. 1985, pp 1065-1068Conference Paper
Chargement à Ko état de contraintes initial du sol en place. Bibliographie et résultats d'essaisVUEZ, A; AMOROS, D.Bilans et perspectives Génie Civil. Journées universitaires. 2. 1984, pp 69-86Conference Paper
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