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Effect of drying-wetting on long term strength of mudstone = L'effet de cycles d'humidification et séchage sur la résistance à long terme de la péliteSHINJO, T; KOMIYA, Y.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 551-554Conference Paper

The influence of the stress path on the characteristic stress stateJAKOBSEN, K. R; PRAASTRUP, U; IBSEN, L. B et al.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 659-666, isbn 90-5809-076-0Conference Paper

Calculation of shallow foundations : Paths be used in the identification of constitutive parametersCHEHADE, W; SHAHROUR, I; LANIER, J et al.International symposium on numerical models in geomechanics. 1992, pp 283-290Conference Paper

Implementation of adaptive mesh refinement in MONICAHICKS, M. A.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 409-414, isbn 90-5410-886-XConference Paper

Strain localization extent in sand under drained triaxial testsSUZUKI, K; YAMADA, T.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 737-742, isbn 90-5809-604-1, 6 p.Conference Paper

Prediction of strength of reinforced soil in a triaxial testSONI, K. M; VARADARAJAN, A; SHARMA, K. G et al.International Conference on Soil Mechanics and FOundation Engineering. 1999, pp 1649-1652, isbn 90-5410-891-6Conference Paper

Behavior of loose sand at very high strain ratesYAMAMURO, J. A; ABRANTES, A. E.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 785-790, isbn 90-5809-604-1, 6 p.Conference Paper

Recent progress in experimental studies on instability of granular soilCHU, J; LEONG, W. K.International Workshop on bifurcations & instabilities in geomechanics, IWBI 2002. 2003, pp 175-191, isbn 90-5809-563-0, 17 p.Conference Paper

Behaviour of a reinforced sand during triaxial loadingVARADARAJAN, A; SHARMA, K. G; SONI, K. M et al.Indian geotechnical journal. 1999, Vol 29, Num 3, pp 242-261, issn 0046-8983Article

Instability and liquefaction of granular materialsLADE, P.V.Computers and geotechnics. 1994, Vol 16, Num 2, pp 123-151, issn 0266-352XArticle

Dilatancy characteristics of clayey soil under principal axes rotationAKAGI, H; SAITOH, J.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 311-314Conference Paper

Couplage élasticité non-linéaire-plasticité pour le calcul des fondations superficielles expérimentales de Labenne = A non-linear elastic-plastic model for the analysis of the experimental shallow foundations of the site of LabenneCOQUILLAY, S; BOURGEOIS, E; MESTAT, P et al.International symposium on shallow foundationsSymposium international sur les fondations superficielles. 2003, pp 163-170, isbn 2-7208-0355-3, 8 p.Conference Paper

The strength properties of a fibre-reinforced engineered soilJONES, M. J; MCKINLEY, J. D; OGDEN, C et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1605-1608, isbn 90-2651-853-6, 3VolConference Paper

Discussion on : Consolidation behavior of clayey soils under radial drainage. Author's closureJIUNNREN LAI; OLSON, R. E; SRIDHARAN, A et al.ASTM geotechnical testing journal. 1998, Vol 21, Num 1, pp 66-68, issn 0149-6115Article

Drained cyclic response of an artificially cemented calcareous sandYEOH, C. K; AIREY, D. W.International Symposium on hard soils - soft rocks. 1998, pp 935-942, isbn 90-5809-018-3Conference Paper

Analytical and numerical instability of drained tests in loose saturated sandsDI PRISCO, C; CALVETTI, F.IS-TOKYO'95 : International Conference on Earthquake Geotechnical Engineering. 1995, pp 869-874, isbn 90-5410-578-X, 2VolConference Paper

Prediction of rockfill material responsesGUPTA, K.K; SONI, M.L.International conference on soil mechanics and foundation engineering. 1994, pp 963-966Conference Paper

A constitutive model for soft rocksLAGIOIA, R; NOVA, R.Geotechnical engineering of hard soils - soft rocks. 1993, pp 625-632Conference Paper

Instability and liquefaction of granular materialsLADE, P.V.International symposium on numerical models in geomechanics. 1992, pp 3-13Conference Paper

Instability of granular materials with nonassociated flowLO, S.-C. R; CHU, J.Journal of engineering mechanics. 1991, Vol 117, Num 4, pp 930-938, issn 0733-9399Article

Drained shear strength of a weathered graphitic-quartz-mica schist = Essai drainé de résistance au cisaillement d'un micaschiste quartzeux à graphite altéréRAJ, J.K.1988, Vol 19, Num 2, pp 253-267, issn 0046-5828Article

Strength characteristics of cement-mixed gravel evaluated by large triaxial compression testsWATANABE, K; TATEYAMA, M; JIANG, G.-L et al.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 683-693, isbn 90-5809-604-1, 11 p.Conference Paper

Numerical implementation of a constitutive model based on interpolation between experimental dataCHAN, A. H. C; NG, P. C. F; NESNAS, K et al.International Symposium on numerical models in geomechanics. 2002, pp 123-128, isbn 90-5809-359-X, 6 p.Conference Paper

Effects of stress state during curing on stress-strain behavior of cement-mixed sandBARBOSA-CRUZ, E. R; TATSUOKA, F.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 509-516, isbn 90-5809-076-0Conference Paper

Centrifuge modelling of jackups and spudcans on drained and partially drained silica sandDEAN, E. T. R; HSU, Y. S; JAMES, R. G et al.Marine structures. 1997, Vol 10, Num 2-4, pp 221-241, issn 0951-8339Conference Paper

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