• Boundary conditions in the case of a pseudo static analysis

    Xaviera Valenzuela
    Xaviera Valenzuela
    Hi, I am doing pseudo static analysis in earth dam to calculate the yield acceleration for different geometry and property configurations. I have questions about the boundary conditions to calculate this value, because my ky_crit change depending if my…
    • 6 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How to create stone column in PLAXIS 2D v21 under embankment loading ?

    MAHABUB SADIQ
    MAHABUB SADIQ
    In PLAXIS V20,V21 and V22 there is included PVD drain. But How can I simulate Stone column in PLAXIS 2D v21 ?
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • How do i model footing to measure the bearing capacity and consolidation using PLAXIS 3D V21

    Walid Elsiwi
    Walid Elsiwi
    Hello. I am new to PLAXIS 3d V21. I have been learning PLAXIS 3D V20 which seemed to be much simpler than the current V21. I wanted to design a shallow footing setting on the ground surface. I want to measure the bearing capacity of the ground and…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • Providing interface to cylindrical volume Deep Mixed column

    Sujata Fulambarkar
    Sujata Fulambarkar
    Hello, I am doing PLASXIS 3D analysis for the Deep Mixed (DM) column installed in soft soil under the embankment load. DM columns are made by extruding a cylindrical volume and replacing the soft soil material with the DM column material. The soft soil…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
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