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  • Users: Lnx3
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  1. Lnx3

    Mohr-Coulomb parameters

    Hi I'm modelling a steel pile penetrated in sand and I need some clarifications regarding the soil material properties. I'm modelling a sand layer of peak friction angle 33 degrees and dilation angle of 3 degrees. My question is: when using the Mohr-Coulomb model, is the friction angle entry in...
  2. Lnx3

    Abaqus-tapered pile in sand-half 3d model-question

    Hi I’m modelling a steel tapered pile embedded in sand (Half-model) using the following steps: 1. Geostatic step for the soil (with the pile de-activetd) 2. Removing the part of the soil representing the pile opening 3. Resetting the displacement to zero (BC). I made this step since very little...

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