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Radzicki K., Bonelli S.
On pore-pressure analysis in earth dams by means of impulse response function
Pages:5-11
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Bałachowski L.
Use of CPTU and DMT in rehabilitation of flood embankments
Pages:13-19
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Monnet J., Plotto P.
Méthodes de reconnaissance croisées pour l’analyse de stabilité des digues soumises a erosion interne
Pages:21-30
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Gourc J. P., Nousheen Arif K., Olivier F.
Long-term settlement of domestic waste in landfill: ISPM method
Pages:31-40
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Monnet J.
Numerical analysis for an interpretation of the pressuremeter test in cohesive soil
Pages:41-49
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Son Q. T. , Hassen G., de Buhan P.
Modélisation multiphasique appliquée ? l’analyse de stabilité d’ouvrages en sols renforcés avec prise en compte d’une condition d’adhérence solarmatures
Pages:51-57
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Gryczmański M., Jastrzębska M., Łupieżowiec M.
A model for the forecasting of the propagation of technological impacts
Pages:59-66
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Herrera Granados O.
The role of a movable sandy-bed in modelling open-channel flow
Pages:67-82
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Hicher P. -Y., Dano Ch., Chang C. S.
Multi-scale modelling of the mechanical behaviour of grouted sand
Pages:83-94
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Jamei M., Guiras H., Ben Hamouda K., Hatira M.
A study of the slope stability in unsaturated marly clay soil
Pages:95-106
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Szymkiewicz A., Lewandowska J., Angulo-Jaramillo R., Lutz P.
Inverse modelling of twodimensional water infiltration into a sand containing macropores
Pages:107-114
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Bartlewska M., Strzelecki T.
One-dimensional consolidation of the porous medium with the rheological Kelvin–Voigt skeleton
Pages:115-122
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Sternik K., Darve F.
Constitutive models for predicting liquefaction of soils
Pages:123-130
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Messast S., Boulon M., Flavigny E., Labanieh L.
Modélisation constitutive du comportement cyclique des sables en condition drainée
Pages:131-137
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Auriault J.-L. , Lewandowska J., Royer P.
On non-Fickian hyperbolic diffusion
Pages:139-146
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Chevalier B. , Combe G., Villard P.
DEM numerical analysis of load transfers in granular soil layer
Pages:147-163
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Sikora Z.
Geo-engineering computer simulation seems attractive but is it the real world?
Pages:165-172
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Ossowski R.
Local Heaviside weighted MLPG meshless method approach to extended Flamant problem using radial basis functions
Pages:173-180
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Rybak J.
Influence of the time after construction on static load testing of pre-cast driven-in piles
Pages:181-188
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Nguyen N.-T. , Foray P., Flavigny E.
Prise en compte de l’effet de la mise en place dans la modélisation numérique en 3D des colonnes ballastées dans l’argile molle
Pages:189-198
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Brząkała W. , Gorska K.
On safety of slurry-wall trenches
Pages:199-206
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Siemińska-Lewandowska A., Mitew-Czajewska M.
Design of deep excavations according to Eurocode 7
Pages:207-214
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Merrien-Soukatchoff V., Kadiri  I., Stone K.
Modélisations numériques et physique de falaises rocheuses
Pages:215-221
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Lopez P., Thoraval A., Buzzi O., Rahmani I., Boulon M.
Advances in constitutive modeling of jointed rock hydromechanical interactions at laboratory scale
Pages:223-233
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Hattab M., Favre  J.-L.
Compressibilité des sédiments marins grande profondeur à très fortes limites de liquidité
Pages:235-244
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Nguyen N.-T. , Capucci S., Reiffsteck P., Szymkiewicz F.
Etude experimentale de la rheologie de melanges sable-kaolinite
Pages:245-255
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Thorel L., Baudouin G., Rault G., Garnier J.
Dispositif d’étude du transfert de charge dans un système de sol compressible renforcé par inclusions rigides sur modèle réduit centrifuge
Pages:257-268
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Gotteland P. , Plé O., Benoit O.
In-place determination of topsoil shear properties for off-road vehicle traffic
Pages:269-275
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Strzelecki T., Kostecki S.
Non-linear Biot–Darcy’s process of consolidation
Pages:277-286
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Gamond J.-F., Młynarczuk M., Obara B.
Une adaptation du traitement d’images numériques de lames minces à l’analyse de la structure d’un grès à divers stades de la compression
Pages:287-294
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