aurelien16
Geotechnical
- Apr 11, 2005
- 4
Hello,
I' m a first-time user and i try to model consolidation in saturated soils. I use the law CLAY PLASTICITY but i ask me, if the law PERMEABILITY is sufficient to model pore fluid diffusion.
Thanks.
I' m a first-time user and i try to model consolidation in saturated soils. I use the law CLAY PLASTICITY but i ask me, if the law PERMEABILITY is sufficient to model pore fluid diffusion.
Thanks.