Dear icsmg2
Thanks for your post, but I have a problem:
My work is devoted to displacement field of an anchor in soil during 25 years. Hence, you understand that the end=PERIOD option must be use.
Hello,
I'm doing a coupled pore fluid diffusion stress analysis.
i try to model the displacements of a suction pile under verctical loads and the pore pressure diffusion around the pile.
It is an axisymetric model and i use CAX4P elements for the soil and structure (previously i used...
Hello, I am a new user and I try to modelise a soil
Law: "CLAY PLASTICITY", "DENSITY", "POUROUS ELASTIC" and "PERMEABILITY". The aim of my job is to modelise consolidation.
My units are : m, kN, days
My problem:
I can not find the same results if i use the load type "GRAV" or "BZ" to...
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.
