• The pore water pressure above the tunnel is observed to be positive that results into negative ru, excess pore water pressure ratios.
    Manisha
    The pore water pressure above the tunnel is observed to be positive under dynamic loading that results into negative ru, excess pore water pressure ratios. What could be the reason? kindly help me
  • Strange behavior or pore water pressure
    Mohamad Raad
    Hello, I'm trying to model an excavation in an axisymmetric 2D model. Water pressure was defined in a particular way at the initial phase where the bottom soil layer was set to dry and the layer just...
  • if using 'Drained' for Drainage type in General and using PM4Sand in Mechanical tab as user defined, no pore pressures are generated in dynamic phase. Should I use 'undrained A' even for sand type material...
    Manisha
    if using 'Drained' for Drainage type in General and using PM4Sand in Mechanical tab as user defined, no pore pressures are generated in dynamic phase. Should I use 'undrained A' even for sand type material...
  • Regarding Free Field Boundary
    Md Asad Ahmad
    Hello, I wanted to apply loads on the free field boundaries using line load for dynamic analysis. I also wanted to apply shear stress on the boundary elements. I don't find any material regarding the...
  • Plaxis 2D Dynamic Analysis-Water Load on Laterel Boundaries
    Nuri Taştekin
    Dear sir/madam, I am studying on dynamic analysis on Plaxis 2D for my master thesis. I have two questions: 1) I'm using free field boundaries on the lateral boundaries and compliand base boundary at...