Titlebook: Bifurcation and Degradation of Geomaterials in the New Millennium; Proceedings of the 1 Kam-Tim Chau,Jidong Zhao Conference proceedings 201

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一大塊

Discrete Modelling of Micro-structural Phenomena in Granular Shear Zones,sive sand failure for a very rough retaining wall undergoing horizontal translation towards the sand backfill was discussed. To simulate the behaviour of sand, the spherical discrete model was used with elements in the form of rigid spheres with contact moments.

BURSA

偉大

JOT

Aviary

Grainsize Evolution in Open Systems,geologists and geotechnical engineers after a flow has occurred, and two limiting states are commonly found; either a power law or log-normal grainsize distribution. Here, we use a lattice model to study how the grainsize distribution evolves in granular systems subject to grain crushing, segregatio

Archipelago

effrontery

Hydromechanical Modelling of an Initial Boundary Value Problem: Studies of Non-uniqueness with a Sec constitutive equations to describe the mechanical behavior of the skeleton. A real hydromechanical experiment which consists in a hollow cylinder test on a Boom Clay sample is modelled. It is shown that the time step discretisation of the numerical problem has an effect on the initialisation of th

鞏固

A FE2 Model for Hydro-mechanical Coupling,ve waste repositories in France. This approach is a double-scale finite element method with a micro and a macro scale. At the micro level a representative elementary volume (REV) is used to model the material behaviour. The global response of this REV serves as an implicit constitutive law for the m

conifer