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GeoStudio | PLAXIS
GeoStudio | PLAXIS Wiki
Incorrect visualization of multiple points loads in PLAXIS 2D 2015
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Known issues - PLAXIS
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Solved issues - PLAXIS
PLAXIS 2D meshing stops with error Ordinal 747 not located
1D Site Response Analysis does not work in non-English versions
Deconfinement method gives unexpected results in case of pore water pressure change in PLAXIS 2D
PLAXIS LE importer incorrectly converts geometry when having comma as decimal symbol
Deconfinement feature might generate wrong stress distribution for dry conditions
PLAXIS Design Approach partial factor not applied to material parameters when loading older files
Tunnel beams/girders generated in the wrong direction
Geogrids may trigger a Run-time kernel error [256]
PLAXIS Calculation Manager does not save in PLAXIS CONNECT Edition V22.00
2D 2017.01: Drawing area not updated with small tunnel arc segments
2D AE.00: A project may fail to load when the model contains imported geometry
2D Consolidation phase does not calculate
2D structural forces in volumes: incorrect results for axisymmetric models
2D2010: (External) Water loads on plates coming from inactive clusters
2D2011.00: Anisotropic plate properties taken as isotropic
2D2011.00: Default pore pressure calculation is taken from the previous phase instead from the parent phase
2D2011.02: Error when adding a curve from another project
2D2011: (External) water loads wrongly applied during safety and dynamic calculations
2D2011: Continued time-history signal over multiple dynamic phases may give wrong results
2D2012.0: External water pressures missing on a line with interfaces in transient flow
2D2012.0: older projects with volume strains cannot be opened on systems with comma as decimal separator
2D2012.0: Phase settings copied unintentionally to other phase
2D: cannot delete a closed flow boundary
2DAE Post-calc curve points are not removed when remeshing
2DAE: Degree of consolidation calculation type does not stop at specified value
2DAE: Drawing a closed flow boundary does not automatically close the boundary
2DAE: Error message when closing Input on Windows 8.0
2DAE: Issues with automatic dynamic substeps determination
3D AE report generator may fail with tables for anchors or drains
3D Beam: wrong plot for bending moments
3D Custom Connections with multiple plate sections may give unexpected results
3D Jointed Rock uses incorrect E1 and E2
3D2011.00 Groundwater flow does not take the volume-dry-setting into account
3D2011: Not possible to use Hoek-Brown material model in Safety phase
3D2012.00: intersection of curved surface with (curved) surface can give wrong results
3D2013 Output program could stop responding for viewing results
3D: Interface flips side after intersection with coinciding surfaces
Accidental inaccurate results in PLAXIS 3D with large incremental multiplier Mstage
Active pore water stresses and total stresses incorrect in interfaces for Undrained C material
Anisotropic permeability in 3D 2011 groundwaterflow gives incorrect results
API Scripting Error: Missing owner object for property object
Available models in the Sensitivity analysis and parameter variation
Beam and embedded pile structural forces not correct after a Target SumMsf Safety calculation
Beams connected to soil by one node start with zero displacements
Bending moments of tunnels
Borehole water settings in calculation phases
Calculation cannot handle phase 100
Calculation does not run with 16 cores or more
Cannot change local axes for 3D surfaces
Cannot select force envelopes in the 2D2010 report generator
Cannot start PLAXIS 3D Input after declining the Plaxis disclaimer
Cannot use a computer with 16 cores or more
Changing embedded pile connection type might be not taken into account in the calculation
Changing temperature unit in Chinese/Japanese Windows OS will give an error
Circular tunnel with inside interface cannot be meshed
Combination of gravity loading with prescribed displacement does not work in 2D AE
Combining dynamic phases with other phases with a time interval may give incorrect results
Concrete model in 2D 2018.00 swaps horizontal stresses each step
Concrete model in 3D 2018 exhibits no creep deformations
Confusing representation of structural element numbers in input and output
Connections made in 3D AE give access violation error in 3D 2016.00
Connections with three or more plate sections give incorrect results
Consistent use of PLAXIS Output
Consolidation boundaries with deactivated top soil volumes
Consolidation flow through interface on top surface
Consolidation phase fails in model with 15-noded elements
Consolidation phase may fail in model with 15-noded elements and interfaces
Consolidation TPP: Activating a cluster and changing its water conditions
Continue a cancelled calculation phase
Conversion issues of 2D Version 9 phases to 2D 2011.02
Copying thermal properties from the Global material database
Crash after adding phases in 3D 2016 to projects made in PLAXIS 3D AE
Crash in Report Generator while Embedded Beam Row material is included
Crash of Hoek-Brown model during PLAXIS 3D 64-bit calculations
Custom level water condition might be reset after loading
Default boundary conditions for PLAXIS 3D AE.00 may be applied incorrectly
Deformed mesh plot of plates and geogrids uses offset of interface nodes
Degree of consolidation phase does not automatically take pore pressures from previous phase
Degree of saturation is shown as 0% for undrained layers when p_active > 0
Design approaches 2D2012: only use one design approach per project
Design Approaches: Load factor not always shown in Explorers
Design Approaches: partial factor on anchors not always taken into account
Drawing a waterlevel in PLAXIS 2D AE always snaps to the grid
Dynamic loads not correctly applied in phase with multiple dynamic substeps
Dynamic models with Rayleigh damping in bottom layer may give wrong results
Dynamic point loads in axisymmetric 2D models do not consider the radius
Editing an existing soil material dataset via copy+paste is not saved
Elastoplastic geogrid material datasets from 2D 2016 turn Elastic in 2D 2017
Embedded pile connections in combination with interfaces
Embedded pile row connections with interfaces in PLAXIS 2D2012.01
Embedded pile row forces not correct in a Target SumMsf Safety calculation
Embedded piles/beams and consolidation
Equivalent hoop forces in axisymmetric models are not considered in the Forces View equilibrium table
Error when generating charts in 2D 2010.01
Excess pore pressure in plate and interface are zero
Excess pore pressure is doubled at the start of a transient groundwater flow of a semi-coupled analysis
Excess pore pressures in the unsaturated zone are too low
External phreatic level i.c.w. plates and/or interfaces on surface
External water loads on a cantilevered plate after groundwater flow in 2D AE
External water pressures are missing on surfaces with inactive interfaces
External water pressures on structures above the soil incorrect in 2D CONNECT Edition V20 [Solved]
External water pressures on structures above the soil incorrect in 2DAE.00
External waterloads in updated water pressure calculation may be wrong
External waterloads on a structure may not be correct in a flow calculation
First data line in Dynamic SMC file is skipped
Fixed end anchor properties reset to initial settings after meshing
Forces in plates using elastoplastic M-kappa diagram not correct in a Target SumMsf Safety calculation
Free field boundaries without compliant base bottom may turn into viscous boundaries
Fully coupled flow and staged construction issue
Gravity value not correct with non-metric units in Plaxis 2D without Dynamics licence
Groundwater flow calculation i.c.w. dry clusters may give wrong results
Groundwater flow results after a consolidation analysis (EPP)
Hoek-Brown mobilized dilatancy evolution not as documented
Ignore suction in Fully coupled flow-deformation analysis
Ignoring suction after a fully coupled flow-deformation analysis in Safety analysis gives incorrect stresses in PLAXIS 2D [Solved]
Incorrect external water pressures could be applied inside a tunnel (PLAXIS 3D AE)
Incorrect interface active pore pressures
Incorrect interface pore pressures after groundwater flow
Incorrect results when rotation springs are used
Incorrect rounding of small values (e.g. permeability) when using Sensitivity Analysis
Incorrect smoothing of structural forces in (curved) plates
Incorrect unsaturated Van Genuchten parameter values for Hypres Topsoil Medium fine
Incorrect visualization of bending moment in 2D AE Input
Incorrect visualization of local axes for imported and/or curved 3D surfaces
Incorrect visualization of multiple points loads in PLAXIS 2D 2015
Initial stress conditions (K0) in Sensitivity analysis and Parameter Variation
Initial stresses in newly activated clusters unexpectedly influenced by POP
Input of wave velocities with non-default or non-metric values for the gravity may give wrong results
Interface around circular tunnel may take material from wrong side
Interpolate pore pressure option may give bug report during 3D calculation
Interpolate pore pressures on volumes with vertical sides may give incorrect pore pressure distribution for PLAXIS 3D
Interpolate pore pressures with an inclined top cluster boundary does not work correctly in 2DAE.00
Interpolated pore pressures in interfaces might be incorrect
Invalid saved views gives error in Output
Issue with search field in Command Reference
Iterative settings for dynamics phases may contain settings for groundwater flow
Layer dependent skin resistance of embedded beam row ignores spacing
Line and surface contraction value [Solved]
Linear distribution for line loads and prescribed line displacements defined in 2DAE's Tunnel Designer do not work
Load factor not applied to bending moment in PLAXIS 2D AE
Local axis may flip with overlapping lines in PLAXIS 2D AE
Manual Axis function for lines leads to crash while loading the model in PLAXIS 3D 2016.00
Maximum anchor force is not divided by spacing
Maximum value bulk modulus water not correct (relevant for undrained, consolidation and flow calculations)
Maximum value bulk modulus water not correct when using non-metric length unit (relevant for 3D undrained, consolidation and flow analysis)
Maximum value bulk modulus water not correct when using non-metric units (relevant for undrained, consolidation and flow analysis)
Mix up of state parameters in Output with multiple (user defined) soil models
Modified Cam Clay parameters in PLAXIS SensiPar
Moment load display in PLAXIS 2D 2018.00 Output not correct
Multiple geogrid materials can cause incorrect Plaxis data
Not possible to move user water level by mouse
Objects names with special Unicode characters may fail in meshing [Solved]
OpenSSL vulnerability - not affecting PLAXIS 2D or PLAXIS 3D [Solved]
Permeability value change not stored when changing from From data set to None [Solved]
Plastic behaviour in free field elements in PLAXIS 3D AE.00 may lead to a severe divergence error
Plastic Points History plots cannot be added in report generation
PLAXIS 2012 and Windows 8
PLAXIS 2D 2010 does not save correctly when using non-Latin characters
PLAXIS 2D 2018.00: Interface plastic points are not available
PLAXIS 2D Classic Report Generator does not generate a report
PLAXIS 2D Soiltest Inverse analysis
Plaxis 2D2012.00 Soiltest Parameter optimisation issues
PLAXIS 2DAE model view may be hidden when working in maximized window with high resolution
PLAXIS 3D 2018 may not always properly load a model after intersection issues
PLAXIS 3D Dynamic free field elements and its corners
PLAXIS calculation does not run when free disk space > 2 TB
PLAXIS CONNECT Edition V21 calculation does not start due to a license issue [SOLVED]
PLAXIS Connect: proxy servers
Point load not taken into account on top of embedded pile row if surrounding soil is deactivated
Point reference for load system and prescribed displacement not always correct
Points outside of geometric boundaries may have strange behaviour in 2D AE and 2D 2015
Pore pressures in interfaces may be incorrect with Interpolate pore pressures
Possible data loss due to the Output report generator for user defined report folders
Possible incorrect cohesion increment for Soft Soil and Soft Soil creep
Possible incorrect visualisation of external water loads for 3D flow calculation
Possible over-estimation of lateral circular pile bearing capacity
Power spectrum and amplification function
Prescribed displacements are taken as additional phase displacements
Prestress force for anchors may not always be applied to a plate element in PLAXIS 3D 2018
PSA plot not correct when combining multiple dynamic phases
Re-applying same material in stages by a command reports: Tried executing, but failed
Replacing a LE or MC material set with an advanced material set unexpectedly gives OCR = 1.25
Report generator issue with Material information when different material types for plates and anchors used in projects
Report generator on Japanese and Chinese Windows versions generate corrupted RTF
Results may not be correct for undrained excavations while using a cavitation cut off in PLAXIS 2D2011.02
Safety analysis after fully coupled flow-deformation analysis uses incorrect pore pressures
Safety analysis: Ignore undrained behaviour cannot be deactivated
Saturation is 0% for phreatic level calculations in PLAXIS 3D 2011.00
SciTE issues when running a Python script
Sensitivity analysis does not give results for the criterion Factor of Safety
Some Input tables and Output results may not consider project units in PLAXIS CONNECT Edition V22 [V22.01]
Splitting dynamic signal over multiple phases may give wrong results when using compliant base boundary
Staged construction/Flow condition settings might not be loaded correctly in 2D 2017
Steady state groundwater flow results may be wrong for models with seepage boundaries and low permeable soils
Structural forces from automatic centerline might be incorrect in PLAXIS 2D 2016.00
Structural results are not included in 2D2011.00's generated report
Structural tables for a safety value show no values in PLAXIS 2D 2016.00
Switching between Classical and Advanced mode switches Suction cut-off on/off in an unexpected manner
Thermal strain incorrectly includes thermal expansion of water in PLAXIS 2D 2016.00
Thermosyphon boundary option is not fully documented in 2D 2016/2D 2017
Time interval specified for K0 phase (using Gravity loading first) incorrectly influences dynamic results
Total pore pressures and total stresses plot may not be correct for undrained excavations in PLAXIS 2D2012.00
Transient groundwater flow analysis is reset to steady state after changing the calculation type
Tunnel designer loses material assignments after loading project in 3D 2018
Tunnel properties seem lost when opening a project created in 2D 2015 or earlier
Tutorials 15 and 16 produce slightly different results with PLAXIS 2D 2016.01
Unable to access corrupted material database with thermal properties
Unable to activate interfaces in water conditions mode for Undrained B materials
Unexpected behaviour of default fixities in PLAXIS 3D
Updated mesh + updated water pressures for deactivated clusters beneath general phreatic level gives wrong external waterloads
Updated mesh in 3D Safety analysis incorrectly updates the geometry
Updated water pressure does not work in 2DAE.00
Use of "Line Search" option may give incorrect results
Use pressures from previous phase-option gives wrong pore pressures after changing the previous phase
User defined soil model dll not recognized in PLAXIS 2D AE Soiltest
Using non-default or non-metric gravity values gives wrong results for 3D dynamic calculations
Visibility issues when loading 3D2013 projects in PLAXIS 3D AE.00
Visualization issue of embedded beam connections in Staged Construction in PLAXIS CONNECT Edition V22.00
Visualization of interface permeability setting in PLAXIS 2D AE
Volume strain could be activated unexpectedly
Volumetric strain in Updated Mesh not presented correctly
Water weight only updated in the initial phase
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Incorrect visualization of multiple points loads in PLAXIS 2D 2015
Revision
Creation Date
Revision Author
Current Revision
Wed, Dec 18 2019 10:52 AM
Micha van der Sloot
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