Anisotropic failure criterion for an argillaceous rock: formulation and application to an underground excavation case
M.A. Mánica*, A. Gens, J. Vaunat and D.F. Ruiz
Modelling infiltration tests on pelletized bentonite under non-isothermal conditions
R. Barboza de Vasconcelos* and A. Gens
Numerical stress initialization in Geo-mechanics via the FEM and a two-step procedure
I. Aliguer, I. Carol, P.C. Prat, C.R. Ybern*, M.R. Lakshmikantha and J.M. Segura
XFEM formulation for discontinuities in fractured rock masses
L. Crusat*, D. Garolera and I. Carol
Analogy between consistent formulations of plasticity and liquid retention models for porous media
D.M. Pedroso* and D. Sheng
3D analysis of H-M coupled problem with zero-thickness interface elements applied to Geomechanics
D. Garolera*, J.M. Segura, I. Carol, M.R. Lakshmikantha and J. Alvarellos
|