FLUAGE ET GLISSEMENT D'UN TERRAIN.BIAREZ J; BOUCEK B; FLAVIGNY E et al.1972; BULL. ASS. INTERNATION. GEOL. INGR; FRA; 1972, NUM. 0005, P. 115 A 126Miscellaneous

Mesure en laboratoire du coefficient K₀ sur une marne = Laboratory measurement of coefficient Ko on a marlSERRATRICE, J.F; FLAVIGNY, E.Geotechnical engineering of hard soils - soft rocks. 1993, pp 787-793Conference Paper

Un appareillage simple pour l'étude des sols sous sollicitations cycliquesFLAVIGNY, E; REVEILLET, M.Bilans et perspectives Génie Civil. Journées universitaires. 2. 1984, pp 109-118Conference Paper

Comportement mécanique des sables sur chemins non drainés et liquéfaction = Mechanical behaviour of sands on undrained roads and liquefactionFLAVIGNY, E; FORAY, P.Colloque national de génie parasismique. 1. 1986, pp 3.23-3.32Conference Paper

Soil parameter identification using a genetic algorithmLEVASSEUR, S; MALECOT, Y; BOULON, M et al.International journal for numerical and analytical methods in geomechanics. 2008, Vol 32, Num 2, pp 189-213, issn 0363-9061, 25 p.Article

Field creep test by pressuremeter Diflupress L.DLEIDWANGER-RABIS, C; FLAVIGNY, E; CATEL, P et al.The pressuremeter and its new avenues. International symposium. 1995, pp 433-439Conference Paper

Lois de perméabilité dans les barrages en terres grossièresFRY, J. J; FLAVIGNY, E; TAQUET, B et al.European conference on soil mechanics and foundation engineering. 9. 1987, pp 39-42Conference Paper

Le sable d'Hostun RFFLAVIGNY, E; DESRUES, J; PALAYER, B et al.Revue française de géotechnique. 1990, Num 53, pp 67-70, issn 0181-0529Article

Etude du processus de conception en géotechnique, un exemple: résolution du problème des fondations superficielles par la méthode pressiométrique = The study of the geotechnical design process, an exemple: design of shallow foundations by pressuremeterIzadi, Mahmoud; Chhbon, R; Flavigny, È et al.1996, 271 p.Thesis

Parameters deduced from the pressuremeter testFAWAZ, A; BOULON, M; FLAVIGNY, E et al.Canadian geotechnical journal. 2002, Vol 39, Num 6, pp 1333-1340, issn 0008-3674, 8 p.Article

Yield surfaces and principles of superposition : revisit through incrementally non-linear constitutive relationsDARVE, F; FLAVIGNY, E; MEGHACHOU, M et al.International journal of plasticity. 1995, Vol 11, Num 8, pp 927-948, issn 0749-6419Article

Uniqueness and stability in incrementally non-linear modellingDARVE, F; FLAVIGNY, E; MEGHACHOU, M et al.International conference on computer methods and advances in geomechanics. 1994, pp 561-566Conference Paper

Numerical modelling of undrained behaviour of very loose sands by loading paths with shap bendsDARVE, F; FLAVIGNY, E; MEGHACHOU, M et al.International symposium on numerical models in geomechanics. 1992, pp 85-94Conference Paper

Classification et propriétées des enrochements : Le cas d'un grèsFRY, J.J; MAMBA, M; FLAVIGNY, E et al.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 713-714Conference Paper

Détermination de la résistance mécanique de la neige à l'aide du Pandalp = Determination of the snow mechanical resistance using the PandalpDAUDON, D; FLAVIGNY, E; BOREL, S et al.Les apports de la recherche scientifique à la sécurité neige glace et avalanche. 1995, 5 p.Conference Paper

Tassements différés et Dilupress L.d = Delayed settlements and Diflupress L.DLEIDWANGER, C; FLAVIGNY, E; GIAFFERI, J.L et al.International conference on soil mechanics and foundation engineering. 1994, pp 233-236Conference Paper

Laboratory simulation of the behavior of pore pressure cells in unsaturated materials. Application to dams = Simulation en laboratoire de cellules de mesure de la pression des pores dans les matériaux non saturés. Application aux barragesFLAVIGNY, E; CATEL, G; BORDES, J.L et al.International symposium on field measurements in geomechanics. 2. 1988, pp 293-302Conference Paper

Barrages de correction torrentielle : estimation des poussées de berges = Torrent control dams: assessment of the thrust of the banksNICOT, F; TACNET, J. M; FLAVIGNY, E et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1223-1226, isbn 90-2651-853-6, 3VolConference Paper

Theoretical and numerical studies of constitutive stability and uniquenessDARVE, F; FLAVIGNY, E; MEGHACHOU, M et al.NUMOG : International symposium numerical models in geomechanics. 1995, pp 159-163, isbn 90-5410-568-2Conference Paper

Ancrage d'ouvrages en zones de montagne = Anchors in mountain areasBRUGNOT, G; RAPIN, F; FLAVIGNY, E et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1065-1068, isbn 90-5410-891-6Conference Paper

Laboratory characterization of Hostun RF sand at very low confining stressesGAY, O; BOUTONNIER, L; FORAY, P et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 423-430, isbn 90-5809-604-1, 8 p.Conference Paper

Using pressuremeter to obtain parameters to elastic-plastic models for sandsBIAREZ, J; GAMBIN, M; GOMES-CORREIA, A et al.ISC'98 : International Conference on site characterization. 1998, pp 747-752, isbn 90-5410-939-4Conference Paper