• Prestress on N2N anchor

    Xuyan Liu
    Xuyan Liu
    Hey guys, I'm currently running a simulation where the sheet pile wall is anchored by -2.5 m below the terrain. The soil geometry is imported from AutoCAD.dxf file. The anchor props. are Elastic, Lspacing=4, EA=294000kN. and I apply a prestress of…
    • 1 month ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • PLAXIS 3D Tutorial 02: Excavation in sand

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 3D Version PLAXIS 3D Date created 04 Oct 2018 Date modified 24 Aug 2023 This lesson describes the construction of an excavation pit in soft clay and sand layers. The pit is a relatively small…
    • 2 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 06: Dry excavation using a tie back wall

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 This example involves the dry construction of an excavation. The excavation is supported by concrete diaphragm walls. The…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS 2D Tutorial 07: Dry excavation using a tie back wall - ULS

    Felipe Fonseca
    Felipe Fonseca
    Application PLAXIS 2D Version PLAXIS 2D Date created 20 May 2017 Date modified 27 Feb 2023 In this tutorial a Ultimate Limit State (ULS) calculation will be defined and performed for the submerged construction of…
    • 8 months ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
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