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5. Localisation Precursors in Geomaterials?

9. An experimental investigation of the relationships between grain size distribution and shear banding in sand

22. Double-scale FEM modelling applied to clay rocks

23. Heterogeneity and variability of clay rock microstructure in a hydro-mechanical double scale FEMxFEM analysis

24. FEM×DEM multiscale modeling: Model performance enhancement from Newton strategy to element loop parallelization

27. Argillaceous rock microstructure considering variability and heterogeneity for double scale modelling with hydro-mechanical coupling

28. Accounting for microstructure heterogeneity of clay rocks in a hydro-mechanical double scale model

29. Doublescale modelling of the hydro-mechanical behavior of a clay rock, effect of the microstructure

30. Diffuse bifurcations engraving diverse shear bands in granular materials

31. Variability of the microstructure in a double scale model for hydro-mechanical coupling in clay rocks

32. Analysis of COX self sealing behaviour from x-ray computed tomography images

33. 2nd gradient

34. FEM-DEM Multiscale analysis ₒf granular materials : a new approach of constitutive modelling for FEM computations

37. Multiscale characterisation of the deformation processes in the Callovo-Oxfordian claystone by full field measurements: micro fracture, strain localisation, anisotropy

38. Prise en compte de la variabilité spatiale des propriétés de l’argilite au travers d’une approche numérique-expérimentale à plusieurs échelles

39. Modeling the strain localization around an underground gallery with a hydro-mechanical double scale model; eₑct of anisotropy

40. Modelling the excavation damaged zone using a hydro-mechanical double-scale model

41. From discrete to continuum approach of BVP in Geomechanics : FEMxDEM integrated approach

42. FEMxDEM double scale integrated approach in Geomechanics

43. Double scale numerical FEM-DEM analysis for cohesive-frictional materials

44. FEMxDEM Multi-scale modelling: overcoming numerical issues

46. A model benchmark exercise for numerical analysis of the Callovo-Oxfordian claystone hydromechanical response to excavation operations

47. A double scale model for hydro-mechanical coupling in clay rocks; simulation of damage and strain localisation around an excavated gallery

48. Modélisation double échelle FEM-DEM pour les matériaux frottants-cohérents

49. FEM-DEM Multiscale analysis _in Geomechanics : _Strain Localisation and ₂nd Gradient Regularisation for nuclear waste underground disposal

50. Characterization of the damage in Callovo-Orfordian claystone at two scales, strain localisation and micro cracks

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