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  • Users: Krzy79
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  1. Krzy79

    *Geostatic for inclined layers

    Hi, Many time in my I have modelled rock mass with horizontal layers but now I have to challange with inclined seam inside rock mass model. I have created a partition (for differents layers) and for every partition calculated the pressure (weight x height) etc. But received results are wrong...
  2. Krzy79

    !!TOO MANY ATTEMPTS MADE FOR THIS INCREMENT!!

    hi everyone, Problem !!TOO MANY ATTEMPTS MADE FOR THIS INCREMENT!! I'm analysing a problem of tunnel excavation. Model is 2D and very simple, first step is initial stress and in next, I removed the some elements. In this simple step program found the problem and cannot lead the calculations...

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