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L'œdomètre à contre-pression LPCMIEUSSENS, C; NARDONE, A.Bulletin de liaison des laboratoires des ponts et chaussées. 1985, Num 139, pp 19-23, issn 0458-5860Article

Model discrimination for the oedometric relaxation testIMRE, E.Baltic Geotechnics'95. Baltic Geotechnical Conference. 1995, pp 55-60Conference Paper

L'UTILISATION DES TESTS OEDOMETRIQUES POUR LA DETERMINATION DES CARACTERISTIQUES RHEOLOGIQUES DES SOLS.KWIATEK J; GLINKO H.1969; PRACE GLOWN. INST. GORNICT.; POL; 1969, NUM. 0475, P. 1 A 10Miscellaneous

ETUDE DE LA RELATION DE LA TENEUR EN EAU ET DES VITESSES DES ONDES ELASTIQUES ET DES FORCES DE COMPRESSION DES ROCHES SEDIMENTAIRES.INOUE M; OAEI M; MORITA J et al.1972; J. MING METALLURG. INST. JAP.; JPN; 1972, VOL. 88, NUM. 1009, P. 143 A 148Miscellaneous

SETZUNGSBERECHNUNGEN. A. DIE VERGLEICHSBERECHNUNGEN. = CALCULS DES TASSEMENTS. A. LES CALCULS COMPARATIFSBENDEL H; CHAPPUIS RE.1976; PUL. SOC. SUISSE MEC. SOL ROCHES; SUISSE; DA. 1976; NO 94; PP. 1-3; BIBL. 3 REF.; 4 ILL.Article

ESSAI DE COMPRESSIBILITE A L'OEDOMETRE.1965; LAB. CENT. PONTS CHAUSSEES; FRA; 1965, P. 3 A 34Miscellaneous

Experimental apparatus to investigate the long term response of sandBOSCO, G; MONGIOVI, L; TARANTINO, A et al.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 249-256, isbn 90-5809-076-0Conference Paper

PRESSION DE GONFLEMENT - PRESSION DE CONSOLIDATION.PAREZ L; BACHELIER M.1977; IN: CONGR. INT. MEC. SOLS TRAV. FOND. 9. C.R.; TOKYO; 1977; S.L.; JAP. SOC. SOIL. MECH. FOUND. ENG.; DA. 1977; VOL. 1; PP. 247-250; BIBL. 2 REF.; 4 ILL.Conference Paper

GROUND WATER IN GRANITE ROCKS AND TECTONIC MODELSLARSSON I.1972; NORD. HYDROL.; DANM.; 1972, VOL. 3, NUM. 0003, P. 111 A 129Serial Issue

Modelling one-dimensional compression of a fibrous peatO'LOUGHLIN, C. D; LEHANE, B. M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 223-226, isbn 90-2651-853-6, 3VolConference Paper

The use of consolidometer tests to estimate settlement in residual soilsWESLEY, L.D.International conference on soil mechanics and foundation engineering. 1994, pp 929-934Conference Paper

Comparison between predicted and observed settlements of structures = Comparaison entre les tassements de structure calculés et observésAMAR, S; BAGUELIN, F; BRU, J. P et al.1982, pp 225-229Article

Stiffness of a calcareous sand under 1-D compression at medium-high stressesVALORE, C; ZICCARELLI, M.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 311-315, isbn 90-2651-853-6, 3VolConference Paper

Laboratory tests of compression and consolidation of clayey undermining soils by new testing devicesZHUSUPBEKOV, A. Z; SARSEKENOV, M. E; JOUSOUPBEKOVA, V. V et al.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 244-248, isbn 90-5410-537-2, 2VolConference Paper

Essais de compressibilité à l'œdomètre. Procédures recommandées par les Laboratoires des Ponts et ChausséesMIEUSSENS, C; MAGNAN, J.-P; SOYEZ, B et al.Bulletin de liaison des laboratoires des ponts et chaussées. 1985, Num 139, pp 5-18, issn 0458-5860Article

Etude de la contrainte latérale dans le chargement œdométriqueDEVEAUX, D; AIT GHEZALA, A; AMOROS, D et al.Bilans et perspectives Génie Civil. Journées universitaires. 2. 1984, pp 171-179Conference Paper

Properties of compression and single particle crushing for crushable soilNAKATA, Y; KATO, Y; MURATA, H et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 215-218, isbn 90-2651-853-6, 3VolConference Paper

Essais œdométriques à chargement continu: réalisation pratique et exploitationDEVEAUX, D; HATIRA, M; AMOROS, D et al.Bilans et perspectives Génie Civil. Journées universitaires. 2. 1984, pp 57-65Conference Paper

Advancement in oedometer testing of unsaturated soilsEL-SOHBY, M; MAZEN, O; ABOUSHOOK, M et al.International Symposium on advanced experimental unsaturated soil mechanics. 2005, pp 99-104, isbn 04-1538-337-4, 6 p.Conference Paper

Pile consolidation models and scale effectIMRE, E.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 789-796, isbn 2-7208-6004-2, 8 p.Conference Paper

Automated oedometer device = Mécanisme œdométrique automatiséKOLISOJA, P; SAHI, K; HARTIKAINEN, J et al.European conference on soil mechanics and foundation engineering. 9. 1987, pp 67-70Conference Paper

Calcul du comportement d'un sol élastoplastique à l'aide des paramètres œdométriquesMOURATIDIS, A.1983, Num 1-2, pp 14-25, issn 0253-4991Article

Model discrimination for conventional step-loaded oedometric testIMRE, E.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 525-530, isbn 90-5410-537-2, 2VolConference Paper

Etude expérimentale du comportement rhéologique de milieux granulaires à constituants plastiquement déformables: comparaison de poudres de plasticine et d'alliages d'aluminium = Experimental study of the rheological behaviour of granular materials composed with deformable particles: comparison between powders of plasticine and aluminium alloysGrazzini, Herbert; Levaillant, Christophe.1991, 234 p.Thesis

A new interpretation of oedometer consolidation test = Interprétation nouvelle des essais de consolidation à l'oedomètreASAOKA, A; MATSUO, M; UEDA, K et al.International conference on numerical methods in geomechanics. 1985, pp 621-628Conference Paper

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