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GeoStudio | PLAXIS Wiki PLAXIS CONNECT Edition V21 calculation does not start due to a license issue [SOLVED]
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    • -Geotechnical Analysis Wiki
      • +GeoStudio
      • -PLAXIS
        • +Software and License - PLAXIS
        • +Documentation - PLAXIS
        • +API / Python scripting - PLAXIS
        • -Known issues - PLAXIS
          • -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
            • 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]
            • 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
          • +Unresolved issues - PLAXIS
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        • +Publications
        • +Videos - PLAXIS
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      • +PLAXIS LE
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    PLAXIS CONNECT Edition V21 calculation does not start due to a license issue [SOLVED]

    Revision Creation Date Revision Author
    Current Revision Wed, Feb 10 2021 5:35 AM Stefanos Papavasileiou
    Revision #5 Thu, Feb 4 2021 5:11 AM Stefanos Papavasileiou
    Revision #4 Thu, Feb 4 2021 5:11 AM Stefanos Papavasileiou
    Revision #3 Thu, Feb 4 2021 5:10 AM Stefanos Papavasileiou
    Revision #2 Thu, Feb 4 2021 2:53 AM Micha van der Sloot
    Revision #1 Thu, Feb 4 2021 2:52 AM Micha van der Sloot
    • Compare Versions View current version
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