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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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