• Soil model to study PVD on soft clay

    Akhil Suresh
    Akhil Suresh
    Which of the following will be the best-suited soil model to study the shear strength gain from the ground improvement by prefabricated vertical drains? Can anyone compare the Modified Cam Clay (MCC) model and Soft Soil Model to find the better one for…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Shear strength profile at a line cross section?

    Akhil Suresh
    Akhil Suresh
    How can I create a profile of shear strength along x direction at a particular depth of my soil model (MCC) in PLAXIS 2D?
    • Answered
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Consolidation or Fully coupled flow deformation for excess pore pressure variation due to line drain

    Akhil Suresh
    Akhil Suresh
    Which of the above analyses is better for finding the variation of excess pore pressure with radial distance from a line drain?
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Excess pore water pressure is non-zero at the soil-drain interface

    Akhil Suresh
    Akhil Suresh
    I installed a PVD (line drain) on MCC soil model and completed a consolidation analysis. In the output, the excess pore pressure at the drain is non-zero. I have used very fine mesh for this study, taking the smallest element as possible. How can I make…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Picos [204] incorrect solution, slow convergence when boundary and flow conditions are changed in PVD installed soil

    Akhil Suresh
    Akhil Suresh
    I wanted to create a graph of excess pore pressure vs radial/horizontal distance for an MCC soil model at a particular depth installed with prefabricated vertical drains. To simulate the effect of smear, transition and undisturbed zones around the PVD…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Line drains and varying permeability in the horizontal direction in a soil model

    Akhil Suresh
    Akhil Suresh
    I am trying to simulate the effect of the installation of PVDs on soft soil (soil model used: MCC). The installation of PVD (in this case, a line drain) causes disturbance to the soil and creates three zones around the soil. A smear zone, a transition…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • permeability for smear zone around PVD in plaxis 2D v21?

    MAHABUB SADIQ
    MAHABUB SADIQ
    How to input permeability for smear zone around PVD in plaxis 2D v21?
    • Answered
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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