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  • Users: MirBG
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  1. MirBG

    Infiltration in partial saturated soils

    Hi.I'm simulating the evolution of the saturation index in an embankment after its consolidation(done in a situation of fixed saturation at 0.5 and pore pressure at -1000kPa).The job aborts during the step in which I deactivate the boundary condition of -1000KPa, I create a condition of zero...
  2. MirBG

    Changing property material

    I have a little problem.I need to change the permeability of my job material during the last step, but I don't know how to do. Can I use the model change options or is there another way? Thanks for the advice.
  3. MirBG

    Assembling two soil parts

    Hi all, I need a help for my consolidation problem. I don't know how to assembly two different parts of soil, because my job finishes with an error of overconstrains, using penalty friction. Could you suggest any possible solution?
  4. MirBG

    Problems during results visualization

    I'm working on a coupled pore fluid- stress consolidation but I have problems in the visualization of the results. After I complete the job an error message appears during visualization: Deformation and/or analytical surface extent is too large as compared with the model. Could you suggest me a...
  5. MirBG

    Solver problem.Zero pivot...

    Hi all, I have a problem with coupled pore fluid pressure/stress analysis during the simulation of the construction of an embankment, in particular using the clay plasticity model. Could you suggest me a solution? The warnings message is: ***WARNING: THE SYSTEM MATRIX HAS 562 NEGATIVE...

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