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

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

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

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 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

A simple automatic stress path control system for axial testingKOLISOJA, P.International conference on soil mechanics and foundation engineering. 1994, pp 39-42Conference Paper

The triaxial test: time for reappraisal? = L'essai triaxial: le temps d'une réévaluationFOURIE, A. B.Transactions of the Institution of Engineers, Australia. Civil engineering. 1987, Vol 29, Num 4, pp 212-218, issn 0819-0259Article

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

Some remarks about kinematics «With rotation» and stress-rate = Quelques remarques sur la cinématique «avec rotation» et le taux de contrainteLANIER, J.Computers and geotechnics. 1987, Vol 4, Num 2, pp 97-107, issn 0266-352XArticle

Resilient modulus of hydraulic mechanically stabilized slag base-course materialYOSHIDA, N; SUGISAKO, Y; NAKAMURA, H et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 293-298, isbn 90-5809-604-1, 6 p.Conference Paper

Mechanical properties of fiber reinforced stabilized soilsPRADHAN, T. B. S; NAGASAKA, Y.ICEG-III : International Congress on Environmental Geotechnics. 1998, pp 661-666, isbn 90-5809-006-XConference Paper

Non-uniqueness of the incremental response of soil specimens under true-triaxial stress-pathsNOVA, R; IMPOSIMATO, S.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 193-198, isbn 90-5410-886-XConference Paper

Experimental aspects and modelling of the behaviour of soils with a negative pressureFLEUREAU, J. M; KHEIRBEK-SAOUD, S; TAIBI, S et al.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 57-62, isbn 90-5410-586-0Conference Paper

Experimental study of the dilatancy in overconsolidated clayHATTAB, M; HICHER, P. Y.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 57-62, isbn 90-5410-537-2, 2VolConference Paper

On the secondary deformation of soft clay = Sur la déformation secondaire de l'argile molleZENG, G.X; PAN, Q.Y; LIU, S.M et al.Engineering problems of regional soils. International conference. 1989, pp 509-512Conference Paper