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GeoStudio | PLAXIS
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GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki Geotechnical Analysis Wiki
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    • All tags
    • theoretical
    • axisymmetric
    • axi-symmetric
    • bearing
    • bearing capacity
    • bending
    • bending moment
    • bi-axial
    • collapse
    • Davis & Booker
    • dynamic
    • elasticity
    • Linear Elastic
    • phi-c reduction
    • plasticity
    • plate
    • plates
    • PLAXIS
    • PLAXIS 2D
    • PLAXIS 3D
    • Shear deformation
    • soil model
    • strip
    • Structural
    • ultimate limit state
    • updated mesh
    • Flexible tank foundation on elastic saturated soil

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 14 November 2012 Date modified 14 November 2012 In this case a flexible tank on elastic saturated soil is tested. The test includes the verification…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bearing capacity of a circular footing

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 12 November 2012 Date modified 12 November 2012 This document describes an example that has been used to verify the ultimate limit state capabilities…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Triaxial test with Hardening Soil model

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 07 November 2012 Date modified 07 November 2012 This document describes an example that has been used to verify the elasto-plastic deformation…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bi-axial test with Linear Elastic model

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 02 November 2012 Date modified 02 November 2012 This document describes an example that has been used to verify the elastic deformation capabilities…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Phi-c reduction and comparison with Bishop's method

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 07 November 2012 Date modified 07 November 2012 This document describes an example that is used to verify the ultimate limit state capabilities…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Cylindrical cavity expansion

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D Version PLAXIS 2D Date created 13 November 2012 Date modified 13 November 2012 This case describes an example that has been used to verify that stresses are calculated correctly during the expansion…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Simply supported beam

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 17 December 2012 Date modified 17 December 2012 In this test the natural frequency of a simply supported beam will be determined and compared…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bearing capacity of strip footing

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 09 November 2012 Date modified 09 November 2012 This document describes an example that has been used to verify the bearing capacity of a strip…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bi-axial test with Mohr-Coulomb model

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 06 November 2012 Date modified 06 November 2012 This document describes an example that has been used to verify the elasto-plastic deformation…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Performance of shell elements

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 20 November 2012 Date modified 20 November 2012 Tunnel lining can be modelled as a beam in PLAXIS 2D and as a plate in PLAXIS 3D. By using this…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bi-axial shearing test with Linear Elastic model

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 05 November 2012 Date modified 05 November 2012 This document describes an example that has been used to verify the elastic deformation capabilities…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Strip load on elastic Gibson soil

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 08 November 2012 Date modified 08 November 2012 This document describes an example that has been used to verify the beahaviour of a strip load…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Smooth rigid strip footing on elastic soil

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 06 November 2012 Date modified 06 November 2012 This document describes an example that has been used to verify the elastic deformation capabilities…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Updated mesh analysis of a cantilever

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D Version PLAXIS 2D Date created 30 November 2012 Date modified 30 November 2012 The range of problems with known solutions involving large displacement effects that may be used to test the large…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bending of plates

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Date created 14 November 2012 Date modified 14 November 2012 This document describes an example that has been used to verify the behaviour of plates in PLAXIS…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Shear deformation in structural elements

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D Version PLAXIS 2D Date created 20 November 2012 Date modified 20 November 2012 PLAXIS takes into account the shear deformation in structural elements subjected to bending. For the verification…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • Bending of axisymmetric plates

      Micha van der Sloot
      Micha van der Sloot
      Application PLAXIS 2D Version PLAXIS 2D Date created 16 November 2012 Date modified 16 November 2012 In an axisymmetric analysis, plates may be used as circular plates. This document describes an example that has…
      • over 3 years ago
      • GeoStudio | PLAXIS
      • GeoStudio | PLAXIS Wiki
    • View related content throughout GeoStudio | PLAXIS
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