• 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...
  • Solved issues - PLAXIS
    Micha van der Sloot
    This section contains a list of resolved issues in PLAXIS 2D and PLAXIS 3D. See subpages for all resolved known issues. History PLAXIS 2D/3D 2023.2 Released: August 2023 The following issues were...
  • Soil arching effect in soil excavation and how to represent that in Plaxis
    Nitharshan Ratnagopal
    Hi all, The retaining system contains H piles and the steel plate lagging and the lagging arrangement can be 1. behind the front flange 2. behind the end flange as shown below. My questions are...
  • Horizontal brearing capacity of a soil with a friction pile or any pile in soil
    Tesfaye K. Tilahun
    Hi, I have calculated the vertical bearing capacity of a friction pile in the soil. But is there any way to know the lateral bearing capacity of the soil? without adding any horizontal load on the pile...