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  • Users: aurelien16
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  1. aurelien16

    PORE FLUID VOLUME FLUX NOT COMPUTED

    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.
  2. aurelien16

    PORE FLUID VOLUME FLUX NOT COMPUTED

    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...
  3. aurelien16

    Load type GRAV or BODY FORCE

    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...
  4. aurelien16

    material for soil consolidation

    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.

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