Contribution à la détermination d'un critère de liquéfaction = Piezo-cone research program: determination of the liquefaction potential1986, 13 p.Report

Behaviour of Hostun sand under drained circular stress path = Le comportement du sable d'Hostun sous un chemin de contrainte circulaire drainéDOANH, T.International symposium on numerical models in geomechanics. 2. 1986, pp 205-211Conference Paper

Sollicitation pressiométrique cyclique et propriétés de liquéfaction d'un sable = Cyclic pressuremeter loading and liquefaction properties of a sandDUPLA, J. C; CANOU, J.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 473-476, isbn 90-5410-891-6Conference Paper

Modelling of grain breakage influence on mechanical behavior of sandsDAOUADJI, A; HICHER, P. Y.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 69-74, isbn 90-5410-886-XConference Paper

Mesures des petites déformations à l'appareil triaxial de précision : calcul de l'erreur et modifications apportées = Small strains measurement with the precision triaxial apparatus: error analysis and modifications appliedLACAZE, C; DUFOUR-LARIDAN, E.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 283-294, isbn 2-85978-363-6Conference Paper

Static liquefaction : Performances and limitations of two advanced elastoplasticity modelsDOANH, T; IBRAIM, E; DUBUJET, P et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 57-62, isbn 90-5410-886-XConference Paper

Etude de la liquéfaction du sable d'Hostun à l'appareil trixial = Piezo-cone research program: study of the liquefaction Hostun sandSCHLOSSER.1985, 64 p.Report

Static liquefaction of very loose Hostun RF sand : Experiments and modellingDOANH, T; IBRAIM, E; DUBUJET, P et al.International Workshop on the physics and mechanics of soil liquefeaction. 1999, pp 17-28, isbn 90-5809-038-8Conference Paper

Experimental study of sand behaviour at low stressesLANCELOT, L; SHAHROUR, I; AL MAHMOUD, M et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 655-662, isbn 90-5809-604-1, 8 p.Conference Paper

Cyclic elastoplastic constitutive equation of cohesive and noncohesive soilsHASHIGUCHI, K; CHEN, Z.-P; TSUTSUMI, S et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 93-98, isbn 90-5410-886-XConference Paper

A constitutive model for hard soilsSCHANZ, T.International Symposium on hard soils - soft rocks. 1998, pp 861-868, isbn 90-5809-018-3Conference Paper

Initiation de la liquéfaction des sables sous chargement monotone et cyclique = Initiation of sand liquefaction under monotonic anc cyclic loadingCANOU, J; BAHDA, F; SAITTA, A et al.International conference on soil mechanics and foundation engineering. 1994, pp 1297-1300Conference Paper

The effects of stress path history on the undrained behavior of saturated loose sandsFINGE, Z; BOUCQ, S; DOANH, T et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 729-736, isbn 90-5809-604-1, 8 p.Conference Paper

Experimental observations on static liquefaction of loose sandMATIOTTI, R; DI PRISCO, C; NOVA, R et al.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 817-822, isbn 90-5410-578-X, 2VolConference Paper

Action de recherche sur le piezocone: note n`2 résultats d'essais de liquefaction = Piezo-cone research program: 2th note results of liquefaction1986, 11 p.Report

Modelling of initial and induced anisotropy in sandBAHDA, F; SAITTA, A; CANOU, J et al.NUMOG : International symposium numerical models in geomechanics. 1995, pp 125-131, isbn 90-5410-568-2Conference Paper

Advanced bearing capacity computation of a footing on sand using a kinematic hardening elastoplastic modelNESNAS, K; WOODWARD, P.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 463-468, isbn 90-5809-095-7Conference Paper

Scale effect in shaft friction due to the localisation of deformationsFORAY, P; BALACHOWSKI, L; RAULT, G et al.International Conference Centrifuge 98. 1998, pp 211-216, isbn 90-5410-986-6Conference Paper

Time effects on the pre-peak deformation properties of sandsMATSUSHITA, M; TATSUOKA, F; KOSEKI, J et al.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 681-689, isbn 90-5809-076-0Conference Paper

Nouvel appareil de cisaillement annulaire pour l'étude des interfaces matériau granulaire-structure = New ring shear apparatus for the study of granular material-structure interfacesLERAT, P; SCHLOSSER, F; VARDOULAKIS, I et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 363-366, isbn 90-5410-891-6Conference Paper

Elastoplastic model for unsaturated expansive soilsALONSO, E; GENS, A; YUK GEHLING, W.Y et al.European conference on numerical methods in geotechnical engineering. 1994, pp 11-18Conference Paper

Dynamic and cyclic loadings on sands: results and modelling for general stress-strain conditionsGEOFFROY, H; DI BENEDETTO, H; DUTTINE, A et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 353-363, isbn 90-5809-604-1, 11 p.Conference Paper

Stability and uniqueness in geomaterials constitutive modellingDARVE, F.International workshop on localisation and bifurcation theory for soils and rocks. 1994, pp 73-88Conference Paper

Comportement non drainé du sable d'Hostun lâcheKONRAD, J.-M; FLAVIGNY, B; MEGHACHOU, M et al.Revue française de géotechnique. 1991, Num 54, pp 53-63, issn 0181-0529, 11 p.Article

Comportement non drainé de sable Hostun RF très lâche en consolidation anisotrope = Undrained behaviour of very loose Hostun RF sand under anisotropic consolidationMATIOTTI, R; IBRAIM, E; DOANH, T et al.Revue française de géotechnique. 1996, Num 75, pp 35-46, issn 0181-0529Article