• Shallow foundation - Soil springs

    Hello, how can we neglect the soil springs between the shallow foundation and the soil beneath it in case where the foundation is sitting on piles and the design requires that all loads are transferred exclusively to the piles? If it's by defining a dummy…

  • Piled raft foundation, load carried by piles

    Hi everyone, Is there a shortcut to see the total load carried by the piles in a piled raft foundation on Plaxis 3D? Thanks,

  • Piled Raft Foundation

    Hi, I modeled a “Piled Raft Foundation” on “Saturated Soft Clay” soil (Mohr - Coulomb); under combined loading (Uplift “510 kN” + Lateral “130kN”). But in output results (Deformed Mesh); it seems that adjacent soils of Raft moved up along it too…

  • Piled Raft Foundation

    Hi, I modeled a “Piled Raft Foundation” on “Saturated Soft Clay” soil (Mohr - Coulomb); under combined loading (Uplift “510 kN” + Lateral “130kN”). But in output results (Deformed Mesh); it seems that adjacent soils of Raft moved up along it too…

  • Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering

    Application PLAXIS 3D Version PLAXIS 3D Original Title Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering Original Author A.-N. Granitzer, F. Tschuchnigg Publication year 2021 …

  • Pile modelling in a 2D plane strain model

    Application PLAXIS 2D Version PLAXIS 2D Date created 01 October 2014 Date modified 01 October 2014 Introduction In a lot of cases, there is a need to model piles in a 2D (plane strain) model. A typical situation…

  • Structural Forces from Volumes in PLAXIS 3D

    Application PLAXIS 3D Version PLAXIS 3D Date created 09 April 2015 Date modified 09 April 2015 This movie shows how to use the structural forces from volumes functionality in PLAXIS 3D AE,  in order to obtain…
Communities
Support and Services
Training and Learning
Social Media