• Excess Pore Pressure despite Consolidation analysis
    Ahmad Jazzar
    Hi, despite running a consolidation analysis using steady state ground flow calculation type the excess pore pressure won't dissipate. The ground stratifacation is as follows: Backfill followed by upper...
  • Immediate and Consolidation settlement under a footing
    Alok Subedi
    I need to Calculate the immediate and consolidation settlement under a footing which is situated at 2.9m depth from the groun level. The soil materials are as follows. Can you suggest me the material models...
  • PIPELINE ANALYSIS
    BEERU YADAV
    Dear Sir How to put internal pressure inside a pipe. If we are going with that tunnel one then two circular vertical surfaces are created at the two ends of pipes which looks like pipe is closed. So...
  • Flow only analysis Problem
    liew aiyng
    Hello,I want to ask in the General subtree, for the Flow only option as the Calculation type, why I don't have this option in my Plaxis 2D even though I already update to the latest version.
  • Dynamic analysis-tunnel lining
    Sanaz Karimi
    Hello, I am running a dynamic analysis model in Plaxis to find a vertical displacement of the pipeline in liquefiable soil, but it takes one day and is still running in 11.21 seconds. Is it normal for...