Updates & Changes

• Bugfix: Under certain circumstances, unusual values for drilling date and coordinates may occur during soundings.
• Work log display introduced (accessible via "Info" menu).
• When loading from CONNECT and when buffering and saving, the display of errors in the layer interpretation is no longer shown in dialogs, but in the new work log ("Info" menu)
• Bugfix: Value of abbreviation line is not updated when clicking OK in the layer dialog.
• Bugfix: Error message "CONNECT IDs could not be assigned" if you cancel "Load" when starting the program.

• Bugfix: EQU analysis

• Product management

• Save drilling date from / to.
• Option to display texts for standard samples in addition to the symbol.
• Bugfix: Error / programme crash under certain circumstances with "Edit exclusive".
• Transfer of sample depth from-to from abbreviation lines.
• Programme maintenance

• Drilling date from - to
• Various bug fixes for synchronisation of content with GGU-CONNECT
• Programme maintenance

• Note on reducing the water quantity in sheet piling.

• Subgrade reaction modulus via constrained modulus implemented

• Heel normal force = -0,5 * shear force at wall base implemented.

• Abbreviations can be maintained for each model layer / homogeneous area.
• Coordinate system lists extended to include EPSG:5555 and position status 320
• New placeholder variable Client / GGU:Client available, customisation of output for placeholder coordinates and date.
• Bugfix for: after saving, the coordinate system of dynamic probing is lost.
• Bugfix for: Error when transferring soil types for backfill and casing during CONNECT import.
• Display of abbreviations of standard samples in 'Left texts' is prevented.

• Bugfix: Tension pile and G governing: Rd = Gd and not Rd = Gd / gam(p).

• GGU-CONNECT ready
• Vertical equivalent wall implemented.

• Product management

• GGU-CONNECT ready integration

• GGU-CONNECT ready integration

• GGU-CONNECT ready integration

• GGU-CONNECT ready integration

• GGU-CONNECT ready integration

• GGU-CONNECT ready integration

• GGU-CONNECT ready integration

• Bugfix: Apend file for different partial masses (DIN EN 933-1)

• Batch processing from GGU-CONNECT is supported.
• Further GGU-CONNECT placeholders available.

• Batch processing from GGU-CONNECT is supported.
• Further GGU-CONNECT placeholders available.

• Capillary cohesion can be defined.
• Product maintenance

• Product managemen
• GGU-CONNECT ready

• GGU-CONNECT ready integration
• Product mantainence

• GGU-CONNECT ready
• Grouted ductile driven pile revised.

• Common system "Trench shoring" added.

• Product management

• Verification of anchoring base: Earth resistance now with its own adjustment factor

• Product management

• Automatic calculation of T0 for design of wire mesh slopes removed

• Product management

• Bugfix: Moment spur right from self weight of soil above the spur

• 'Import ASCII data' improved.

• Bugfix Conflict TO force for passive anchors and design of wire mesh slopes
• Bugfix: wire mesh slope: verification of the grouting length and design value of the soil nails

• Product management

• Possible program crash with more than 49 soil types fixed.

• Bugfix: Crack reinforcement spur right

• Bugfix: Possible program crash when displaying py curves fixed.

• Product management

• Product management

• Top of footing can be defined if "Automatic self-weight" is activated

• Bugfix wire mesh slope: Verification of the grouting length

• Common systems implemented
• GGU-CONNECT ready
• Consider buoyancy of retaining wall

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management

• CONNECT: Introduce additional placeholders.
• Support for batch processing from CONNECT.
• Bugfix: Error when restoring CONNECT IDs if cutting order is not identical to the order of the outcrops.
• Bugfix: Error "right margin <= 0" when changing the overall image if saving leads to validation errors.

• Permeability determination after Wittmann.

• Generate slip surfaces' optimised.
• Wire mesh slope without cohesion.

• Support for GGU-CONNECT: Use of templates and placeholders for WGH files.

• Support for GGU-CONNECT: Data can be imported and exported.

• Product management

• GGU-CONNECT ready

• Product management

• Proof of sufficient hydraulic capacity of seepage pipes

• For soft soils, according to EAB, Chapter 12.4 (EB92) Paragraph 4b, no spatial load-bearing effect of the soil may be applied when verifying the trench stability. If soft cohesive soils are present in the system, the flank force can now be deactivated layer by layer.

• Programme maintenance with regard to Wire mesh slope

• "Check grading curve range": 0,5 % deviation implemented.

• Bugfix: Graphic output table

• Product management

• Bugfix Seismic effects: Hydrodynamic pressure on the outer wall surface

• Bugfix Seismic effects: Hydrodynamic pressure on the outer wall surface

• Bugfix Seismic effects: Hydrodynamic pressure on the outer wall surface

• 500 value pairs

• All CPU kernels can be used in the calculation.
  This can speed up the calculation considerably, depending on the hardware.
• Angular rotation can be displayed.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Bugfix Seismic effects: Hydrodynamic pressure on the outer wall surface

• Bugfix Seismic effects: Hydrodynamic pressure on the outer wall surface

• Bugfix Seismic effects: Hydrodynamic pressure on the outer wall surface

• Contours with colour bar can now be labelled.

• Bugfix: Soil types (seismic effects) on the active side in output table

• Grading curve presentation according to DIN 1045
• 2nd grading curve range can be displayed.
• Signature can be assigned to a GSD.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management

• Product management

• Bugfix: Infill analysis without concrete qualities for bored soldier pile wall

• Bugfix: Possible error message 'Surcharge <= 0.0' removed.

• Designation gabion / gabion wall can be changed.

• Bugfix: Soil type according to DIN EN ISO 14688-1:2020-11.

• Bugfix: Inserted beams infill loading

• Product management

• Product management

• Bugfix wire mesh slope: Verification mesh against shearing without cohesion works again.

• Wire mesh slope revised:
  Prestressing force is the same for all anchor steels
  Additional definition of the load-bearing resistance of the head plate T0
  The value T0 can be greater than the prestressing force.

• Bugfix: Diaphragm wall shear reinforcement now with correct unit ("cm^2/m/m")

• GEOMATION ASCII file can be imported.
• Bugfix: Consolidation coefficient calculation if the time unit t50 is not seconds.

• Bugfix wire mesh slope: No more negative shear force from high cohesion.

• Reinforced concrete design: Number of points with "No reinforcement found" are displayed.

• Reinforced concrete design: Number of points with "No reinforcement found" are displayed.

• Integration with GGU-CONNECT: Pre-filling of files with templates, placeholders and data from GGU-CONNECT.
• Integration with GGU-CONNECT: Transfer of Versuschsergebnis values to GGU-CONNECT.

• Bugfix: Model factor eta(s) Closed steel tube

• Bugfix wire mesh slope: Warning 15° deviation.
• Logarithmic spiral can be displayed.

• Friction angle < base inclination permitted with earth resistance according to DIN 4095-2017.

• Program maintenance

• Bugfix: Error message friction angle < base inclination

• Bugfix: Program crash in reinforced concrete module

• SI units
• Diagram axes can be swapped.
• Dimension E-modulus selectable.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management

• Contours with colour bar can now be labelled.

• Product management

• GSD editor can be called up with the designation instead of the no.

• Contours with colour bar can now be labelled.

• Contours with colour bar can now be labelled.

• Contours with colour bar can now be labelled.

• Program maintenance

• DIN EN ISO 14688-1:2020-11 implemented (abbreviations of soil types).

• Bugfix: Compaction earth pressure and active berms

• Product management

• Program maintenance

• For new table values skin friction interpolation for qc < 7.5 MN/m^2 or cu,k < 60 kN/m^2 implemented.

• Reinforcement spur removed top right.

• Several files can be selected using "File/Append file" menu item.

• Program maintenance

• program maintenance

• Simplified analysis for several sections now with max w,d of the respective section.
• Program maintenance

• Bugfix: Plasticity diagram to DIN 18196::2023-02 and wL > 100%

• Ratio value (min., max.) can be entered separately for each soil.
• Grouted ductile driven pile implemented.
  Beta phase: Data in the annual report 2022 are not complete.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Plasticity diagram according to DIN 18196::2023-02

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Program maintenance

• Product management

• Programmpflege

• Program maintenance

• Program maintenance

• Type curve for non-cohesive soils after Piling Recommendations 2020 annual report.

• Type curve for non-cohesive soils after Piling Recommendations 2020 annual report.

• Bugfix: Passive ep moment M,k for bearing capacity failure now with calibration factor.
• Reinforcement spur supplemented top right.

• Import from GGU-SLAB

• Export to GGU-GEO-GRAPH for the representation of differential settlements between 2 calculation results.

• Wall analysis: Tension members may intersect.

• Bugfix: Deviations in 'Use all CPU kernels' fixed.

• KOSTRA2010R and KOSTRA2020 data can be read from a german geographic map 
• Product management

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• JSON file from HMP company file can be imported.

• Product management

• ASCII file from GEOMATION can be read.

• Product management

• Bugfix: Simplified analysis in accordance with EAU 2020 for sheet pile walls.

• 'Thickness (bottom) for vertical wall airside' button introduced to obtain a vertical front when the rear edge of the wall is inclined.

• product management

• Bugfix: Wire mesh slope: Calculation of nail spacing in the fall line
• Program maintenance

• Printing works again via the icon bar

• Product management

Product management

• Data output in XML format

• Bugfix: Loading of soil nails

• Product management

• Product management

• Product management

• Product managment

• Product management

• Reinforced concrete: BSt 550 added according to ÖNORM.

• Bugfix: Soldier pile wall subgrade switch "continuous wall" deactivated.

• All CPU kernels can be used in the calculation.
  This can speed up the calculation considerably, depending on the hardware.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.
• Bugfix: Vertical capacity I beam sections eta(b)

• Bugfix: Vertical capacity I beam sections eta(b)

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.
• Check box 'With the moment from water pressure on the passive EP wedge' removed, as superfluous.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Design situation 'DS-E' according to current standard now 'DS-A/DS-E'
• Design situation 'DS-E(old)' added.

• Bugfix: Consolidation with both types. No longer degrees of consolidation > 100.0 %.

• Program maintenence

• Translation consistency

• Translation consistency

• Translation consistency

• Program maintenance

• Total shear strength

• Bugfix: Increased active earth pressure and equivalent EP coefficient and very high cohesion values.

• Product managment

• ASCII file of GEOMATION can be read.

• Bugfix: Increased active earth pressure and equivalent earth pressure coefficient and very high cohesion values.

• Program maintenance

• In the case of negative normal stress at slice toe, e.g. due to Arteser, negative and thus destabilising friction is no longer applied. In such cases, the buoyancy safety or the safety against hydraulic failure is not met. A separate analysis, e.g. using the GGU-UPLIFT program, is required. Previous calculations are on the safe side.

• Bugfix: p-y method: Analysis of vertical capacity with user-defined skin friction values

• Product management

• Bugfix: "Check grading curve range"

• Export to GGU-SLAB optimised
• Product management

• Product management

• Product management

• Input test values with metal plate revised.

• CSV file Diver-Office from Van Essen can be read.

• Product management

• Bugfix: FEM mesh can be deleted in section again.

• Product management

• Bugfix: Vertical capacity of sheet pile walls and check box "EAB 2021" activated. End resistance is no longer doubled.
• Bugfix: Increased active earth pressure and equivalent earth pressure coefficient and very high cohesion values.

• Bugfix: Vertical capacity of sheet pile walls and check box "EAB 2021" activated. End resistance is no longer doubled.
• Bugfix: Increased active earth pressure and equivalent earth pressure coefficient and very high cohesion values.

• Bugfix: Increased active earth pressure and equivalent earth pressure coefficient and very high cohesion values.

• Bugfix: Increased active earth pressure and equivalent earth pressure coefficient and very high cohesion values.

• Wire mesh design to Krist, Raithel and Weingart implemented.

• Update KOSTRA: Data from 2023 (iwth) can be read.

• Product management

• Product management (Check box "Mouse wheel operation with global coordinates" in "Graphics preferences/Zoom info" menu item)

• Number of times increased to 2000.

• GGU-CLOUD import
• Borehole dynamic probing (DIN EN ISO 22476-14)
• Product management Penetrologger
• Mouse wheel operation now according to Windows conventions

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• GGU-CLOUD Import

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• "No kf value" can be selected via kf value output preferences.

• Product management.

• Product management

• Partial safety factors gam,phi according to DIN EN 1998-5 introduced.
  This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.

• Partial safety factors gam,phi according to DIN EN 1998-5 introduced.
  This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.

• Partial safety factor gam,phi according to DIN EN 1998-5 introduced.
  This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.
• Bugfix: Groundwater with flow conduits for highly inclined walls.

• Bugfix: Groundwater with flow conduits for highly inclined walls
• Bugfix: Sliding safety without passive earth pressure

• Bugfix: Groundwater with flow conduits for highly inclined walls

• Partial safety factors gam,phi according to DIN EN 1998-5 introduced. This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.

• Product management

• Partial safety factors gam,phi according to DIN EN 1998-5 introduced. This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.

• Partial safety factors gam,phi according to DIN EN 1998-5 introduced. This concerns the calculation of the earth pressure coefficients according to Mononobe and Okabe.

• Product management

• 2-dimensional settlement depression implemented.

• Verification of welding lengths for U sections of sheet pile walls

• Bugfix: "Open GSDs as extra GSDs" and hydrometer analysis data present.
• Sieve analysis with partial mass before wet sieving now also with hydrometer analysis.
• Reference on DIN EN 933-1

• Constrained modulus mesh can be displayed when editing with FEM mesh "Define nodes/Move nodes".

• "Check grading curve range" implemented.

• Bugfix: Input sieve analysis with partial mass: A differentiation is now made between partial sieving before and after wet sieving.

• Verification of grouting points for U-shaped sheet piles (EAU 8.1.2.6.3)

• Product managment

• Product managment

• Visualisation of construction phases optimised.
• Product management

• Bugfix: Sliding safety without passive earth pressure

• Product management

• Product management

• Input sieve analysis with partial mass now with sieve loss.

• Permeability formula can be set separately for each grain distribution.
• Automatic search for valid permeability formulas.
• Search order can be adjusted.
• Representation of the highest, lowest or average permeability, if several permeability formulas are permissible.
• Input sieve analysis with partial mass revised.

• Display of sheet borders can be suppressed.

• Yield stress fy,k can be freely defined.

• Product managemnt BIM

• Steel strips implemented.
• Tension members with force T0 at the head implemented.

• Mouse wheel operation now according to Windows conventions

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mouse wheel operation now according to Windows conventions
• Friction spur implemented.

• Mouse wheel operation now according to Windows conventions

• Product management
• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows con

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions.

• External inflow also for pipe infiltration trenches, infiltration trenches, manholes and infiltration basins.

• Product management

• External inflow can be taken into account for swales be taken into account.

• Bugfix: Soil properties legend presentation

• Vibrodisplacement compaction after Priebe implemented.
• Export to GGU-SLAB implemented.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management

• Product management

• Product management

• Bugfix: Saving results for systems with tension mem

• Product management: Saving with calculation results

• Product list geotextile filters updated
• Product maintenance

• Maximum inclination of anchors and struts increased to 89°.
• Product management

• Product management

• Bugfix: Range calculation after Weyrauch for confined groundwater

•  Bugfix: Illustration of fissure joints on the sliding body.

• Import from GGU-FOOTING

• Product management

• Product management

• Product management

• Product management

• Product management

• Product management

• Product management

• Product management

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions

• Mouse wheel operation now according to Windows conventions
• Product management

• Mouse wheel operation now according to Windows conventions
• Product management

• Cross mark in the plasticity diagram in red

• Mouse wheel operation now according to Windows conventions
• Product management

• Consistency legend: Sequence ascending or descending

• Number of decimal places for liquid and plastic limit

• Bugfix: Design force for struts with deviating partial safety factor for water pressure.

• Bugfix: p-y method: Soil properties legend visualisation

• Bugfix: Soldier pile wall and 'Subgrade on continuous wall' check box deactivated.

• Bugfix: No more negative ground pressures.

• Requirement for minimum pile length removed. Is not included in the current EA piles.

• Requirement for minimum pile length removed. Is not included in the current EA piles.

• Bugfix: Possible error for sheet pile wall with multiple profiles removed. Occurs when equation 5.22 EC 3 is governing.

• Bugfix: Range calculation after Weyrauch for confined aquifer.

• Bugfix: Possible error in print output removed.

• Bugfix: Possible error in print output removed.

• Bugfix: Possible error in print output removed.

• Bugfix: Possible error in print output removed.

• Bugfix: Possible error in print output removed.

• Bugfix: Possible error in print output removed.

• Bugfix: Possible error in print output removed.

• Product management

• Product management

• Undo function implemented.
• Mini-CAD: Setting the selection level improved.
• Print output: "Print page 1 only" switch added.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Bugfix: Skin friction area for square piles

• Product management

• Product management

• Product management

• Explanation on partial safety of grouted tension pile systems (DIN 14199 or DIN 12699) added.

• Explanation on partial safety of grouted tension pile systems (DIN 14199 or DIN 12699) added.

• Product management

• Mini-CAD: Selection layer definition improved.
• Print output: 'Print page 1 only' check box added.

• Mini-CAD: Selection layer definition improved.
• Print output: 'Print page 1 only' check box added.

• Mini-CAD: Selection layer definition improved.
• Print output: 'Print page 1 only' check box added.

• Mini-CAD: Selection layer definition improved.
• Print output: 'Print page 1 only' check box added.

• Mini-CAD: Selection layer definition improved.
• Print output: 'Print page 1 only' check box added.

• Dialog boxes for defining the image coordinates for settlement depressions, stresses in section etc. now also with absolute heights.

• Depth for '2nd gamma' of the wall can now also be located above the excavation base.

• Bugfix Import ASCII data when reading diver data.

• Bugfix: Limiting depth analysis for systems with foundation bases > 0.0 m and shallow layer thickness under the foundation base.

• Close-meshed generation of slip surfaces optimised.

Product management

• Product management

• Define vertical concentrated loads
• Loads now also manipulate with moments.
• Loads and moments can now also be defined in the section.

• Number of symbol subdivisions and bar subdivisions increased to 12.

• Product management

• Bugfix: Pad footing analysis with phi = 0  and very small cohesion.

• Bugfix: Soil properties legend for tubular driven piles with D >= 1.5 m.

• Bugfix: Output table with crack width

• Bugfix: Output table with crack width

• Product management

• Files can now be merged.

• Bugfix: Slip surfaces generation.

• Product management

• Product management

• Product management

• Bugfix for generating more slip surfaces.

• Nail wall with more than one nailing face: More slip surfaces are now generated.

• Bugfix: Analysis of mobilised passive earth pressure and defined anchor spacing, if anchors or struts are present.

• Bugfix: Absolute heights and "Fixed value" input for layer base.

• Product management: Extra GSDs

• Bugfix: Pad footing analysis with phi = 0 
• version 9.13: Treatment of footings with low vertical load and activated check box "Automatic self-weight" improved.

• With more than 1 anchor, the wall toe can be moved horizontally.

• With more than 1 anchor, the wall toe can be moved horizontally.

• Product management

• Product management

• Product management

• Product management

• Bugfix: Import CPT ASCII files.

• Seismic effects completely revised.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Seismic effects completely revised.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Seismic effects completely revised.
• p-y-method for soldier pile walls and bored soldier pile walls implemented.
• R 102: Passive earth pressure adjustment can be restricted to toe support analysis.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management

• Product management

• Bugfix: Earth pressure calculation for seismic activity

• Bugfix: Dialog box visualisation for mobilised passive earth pressure

• Product management

• Product management

• Bugfix: Bearing capacity and base inclination <> 0.0°

• Bugfix: Bearing capacity and base inclination <> 0.0°

• Bugfix: Bearing capacity and base inclination <> 0.0°

• Bugfix: EB 102 comparision now performed with characteristic passive earth pressure. Previous results are more conservative.

• Wall shear reinforcement: Shear force can be reduced if the cross-section height changes.

• Bearing stress sig(0f) renamed sig(R)

• Product management

• Product management

• Product management

• Bugfix: Representation R,d for tension piles and weight decisive.

• Bugfix: Bishop method without passive earth pressure wedge if a geosynthetic intersects the toe of the first slice.

• Bugfix: Base inclination <> 0.0 and direction of action Hx > 0.0

• Program maintenance

• Adaptation to the new DIN 4084-2021

• Bugfix: Anchor forces Nw,k in output table for prestressing
• Bugfix: Subgrade reaction approach for soldier pile walls and free interlock piling

• Bugfix: Sieving input via summed

• Bugfix: p-y method and friction angle input

• Bugfix p-y method for the unusual case: Groundwater lies below the bed of water body.

• Bugfix: p-y method

• Bugfix: Settlement analysis using triangular foundations

• Bugfix: Self-weight of pile for non-secant bored pile wall

• Bugfix: Analysis to DIN 4093
• Unreinforced concrete is overloaded (e > b/3)

• Product management

• Product management

• Product management

• Product management

• Bugfix: Young's modulus of inserted beams

• Product management

• Product management

• Bugfix: Active earth pressure factor <> 1.0 and changeable loads and "Do not redistribute live loads" check box activated.

• Product management

• Product management

• Product management

• Product management (for bugfixes 6.13 & 6.14, 5.03 & 5.04)

• Bugfix: Analysis of concrete vault for bored pile walls with inserted beams.
   

• Bugfix: Settlement calculation rectangular foundations, if excavation unloading is greater than the foundation stress.

• Vertical capacity and skin friction doubled for excavated wall only.
• Bugfix: Vertical capacity compliant with EAB 2021 and Method 2

• Bugfix: Calculation of replacement wall height and active berms if the right spur is < 0.0

• Bugfix: Vertical capacity to EAB 2021 and own empirical data

• Product management

• Import Wille file.

• Bugfix: Pwp export to GGU-STABILITY with absolute heights.

• Bugfix: Anchor design and activated check box "Always design anchors for DS-P"

• Product management

• Product management

• Earth pressure on the guide wall can be analysed using a user-defined earth pressure coefficient.
• Product management

• Vertical capacity to EAB 2021 implemented.
• Bugfix: Anchor force from water pressure for anchors with pretensioning

• Bugfix: Settlement calculation, if excavation unloading is greater than the foundation stress.

• With base inclinations > 0° different force-action directions can now be considered.

• Base inclination can now also be > 0°.

• Program section "Base inclination <> 0.0" completely revised. Bearing capacity failure plane can then only be displayed on the left "Base inclination <> 0.0" now only functions for rectangular footings. Direction of action of Hx is now taken into consideration.

• Product management

• Bugfix: Analysis of horizontal water pressure with berms and classical water pressure approach and groundwater beneath the base. The error occurred during the latest update.

• Bugfix: Settlement analysis for rectangular footing with high preco

• Product management

• Warning in output table on stability of berms.
• Additional loads for non-secant pile walls with inserted beams
• Bugfix: Simplified analysis in accordance with EAU 2020 gam,M0 replaced by gam,M1

• Minimum earth pressure and distributed load implemented compliant with EAB 2021 EB6
•  Water uplift can be displayed.

• Bugfix: Calculation of horizontal water pressure for berms, which drop rapidly above the spur.

• Take positive wall inclination into consideration for ep coefficients

• Product management

• Product Management

• Product management

• Minimum earth pressure and distributed load implemented compliant with EAB 2021 EB 6.
• Combined sheet pile wall: Simplified analysis compliant with EAU 2020 Section 8.2.7 implemented.

• Bugfix: Labelling anchor with N,w,k

• Product management: BIM

• Bugfix: Equivalent wall compliant with EAB 6th Edition and area loads

• Product management

• Product management

• Minimum earth pressure and distributed load implemented compliant with EAB 2021 EB 6.

• Bugfix: Earth support analysis for cohesive stiff soils

• Bugfix: Earth support analysis for cohesive stiff soils

• No soil designation, if thickness = 0.0

• No soil designation, if thickness = 0.0

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085)
  ​​​​​​​​​​​​​​Old results are more conservative.

• Earth support analysis improved.

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085)
  ​​​​​​​​​​​​​​Old results are more conservative.

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085)
  ​​​​​​​Old results are more conservative.

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085) 
  ​​​​​​​Old results are more conservative.

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085)
  ​​​​​​​​​​​​​​Old results are more conservative.

• Bugfix: Seismic effects to EAU 1990 (caused by DIN 4085)​​​​​​​
  ​​​​​​​Old results are more conservative.

• Product management

• Bugfix: Active earth pressure after Culmann and active berms.

• Bugfix: Passive earth pressure after Culmann and passive berms with surcharge.

• Bugfix: Passive earth pressure after Culmann and passive berms with surcharge.

• Bugfix: Passive earth pressure after Culmann and passive berms with surcharge.

• Bugfix: Passive earth pressure after Culmann and passive berms with surcharge.

• Product management

• Bugfix: Passive earth pressure after Culmann and passive berms with surcharge.
• Bugfix: Determination of state variables for load case g,d in steel section design.

• Search area for t50 can be defined.

• 2 additional lines for base data input

• Product management

• p-y method implemented.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Waling: Waling data set can be generated from soldier pile section list.

• Vertical capacity: Reduction of qb,k due to embedment depth (EAB 85) can be deselected.

• Axes definition for diagrams implemented.

• Product management

• Product management

• Earth support analysis

• Product management

• Bugfix: Greek letters and "copy area"

• Product management

• Product management

• Product management

• Product management

• Product management

• Bugfix: p-y curve for sand

• Load case situation (EC 7) can be displayed.

• Product management

• Passive earth pressure partial factor "LC Ice loads" now = 1.10.

• Product management

• Bugfix: Vertical capacity: Activated check box 'Calculate qbk by averaging qc or cuk' and 'Own empirical data'.

• Product management

• Product management

• Bugfix: Switching from Priebe values to normal values

• Saving and loading of soil properties implemented.
• "No friction at slice toe for pressure load" check box for tension members implemented.

• Legend for 2nd measured data axis

• Productmanagement

• Productmanagement

• Productmanagement

• Bugfix: Combined sheet pile walls (I beam sections) can be designed without buckling analysis again.

• Productmanagement

• Bugfix: Rectangular driven pile and activated check box "Adopt 2014 annual report".

• Product management

• "No traffic on spur" load case

• Bugfix: Joint

• Elastic modulus can be displayed.

• Product management

• Product management

• Product management

• 2nd joint can be defined for each soil.

• Bugfix: Polygon slip surfaces and tension member: Wall base is immovable and the tension member acts against the slip direction of the polygon slip surface.

• Product management

• Bugfix: Depth output for modulus of subgrade reaction ks and subgrade stresses p

• SEP export improved.

• SEP export improved.

• Number of SEP abbreviations increased to 500.

• Number of SEP abbreviations increased to 500.

• Additional moment and additional normal force can be defined.

• Export to GGU-STABILITY improved.

• Export to GGU-STABILITY improved.

• Export to GGU-STABILITY improved.

• Export to GGU-STABILITY improved.

• Export to GGU-STABILITY improved.

• Calculation for non-load-bearing soil (end resistance) can be allowed.

• Bugfix: English translation

• Bugfix: Slip surfaces presentation (Culmann) after loading a file.

• Possible inaccuracy for passive earth pressure after Culmann corrected.

• Possible inaccuracy for passive earth pressure after Culmann corrected.

• Possible inaccuracy for passive earth pressure after Culmann corrected.

• Bugfix: Earth pressure after Culmann and berms.

• Earth pressure calculation after Culmann implemented.

• Components with stones

• Product management

• Product management

•  Equivalent wall compliant with EAB 6th Edition implemented.
• Deviating wall friction angle for bounded surcharges.
• Earth pressure calculation after Culmann implemented.

• Axes font size for CPT can be defined.

• Earth pressure after Culmann now also with seismic effects

• Earth pressure after Culmann now also with seismic effects

• Bugfix: Bounded and double-bounded surcharges with berms on the active side.
• Bugfix: Soil weight (right), if active berm lies above the spur.

• Bugfix: Vertical earth pressure as a result of area surcharges

• Product management

• Graphic output table: saving and loading of all settings.

• Graphic output table: saving and loading of all settings.

• Graphic output table: saving and loading of all settings.

• Graphic output table: saving and loading of all settings.

• Bugfix: 'Enter geogrids manually'
• Graphic output table: saving and loading of all settings.

• Loads with limited plan dimensions expanded by the average from the sheet pile wall manual 1977 and DIN 4085.
• Graphic output table: saving and loading of all settings.

• Graphic output table: saving and loading of all settings

• Bugfix: Bounded and double-bounded surcharges with berms on the active side.
• Bugfix: Soil weight (right), if active berm lies above the spur.
• Graphical representation of action boundary conditions improved.
• Graphic output table: saving and loading of all settings.
• Bearing capacity analysis now with passive earth pressure moment.

• Bugfix: Vertical earth pressure as a result of area surcharges
• Graphical representation of action boundary conditions improved.
• Graphic output table: saving and loading of all settings.

• Bugfix: Examination of no. of area loads.
• Loads with limited plan dimensions expanded by the average from the sheet pile wall manual 1977 and DIN 4085.

• Austrian rainfall intensity: New data set can be imported.

• Product management: Tension piles

• Bugfix: Possible program crash when switching to rectangular footing or circular footing eliminated.

• Product management

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

•  'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• 'Coloured contours': Colour bar font size can be defined.

• Product management

• Bugfix: Protocol printout vertical load capacity with own values
• Bugfix: CMG-wall compression vault: Calculation max eah(d) under excavation base.

• Bugfix: Save SEP-File

• Lime content extended: 
  k1 ==> +
  k2 ==> +
  k4 ==> +++ 
• Bugfix: Save SEP-File

• System with sheet pile wall completely revised.
• Product management

• Product management

• Product management

• CPT: Pore water pressure can be imported and displayed.

• Bugfix: PSP profiles for combined sheet piling. The included PSP profiles were provided by the Hoesch company for about 10 years. The tables handed over are faulty in some areas. The PSP profiles were therefore removed from the GGU-RETAIN.kom_ggu file. Details can be provided on request.

• Product management

• Bugfix dimension spring stiffness

• Angular rotation can be displayed.

• Spring stiffness in output table

• p-y method implemented.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management Penetrologger

• Bugfix: Wall analysis with cohesion and equivalent earth pressure.

• Product management

• Import ASCII file: Now also without date and time
• Product management

• If the dry weight md <> 1.0 g, it may be necessary to correct the evaporation. The correction is made by multiplying the evaporation by the dry weight.

• Product management

• Product management

Bugfix: Soil group, if wl and Ip are entered.

• Bugfix: Test range Burenkova now up to d90/d15 = 130.

• Bugfix: Input of more than 8 soils.

• Define single springs in the cutout.
• Manipulate loads / single springs.

•  Manipulate foundations now also for rectangular foundations

• Update KOSTRA: Data can be read. 

•  Bugfix: Self-weight partial safety factor for load cases without working capacity now 1.0, only affects normal force

• Analysis of mobilised passive earth pressure completely revised.

• Bugfix: Vertical capacity with user-defined data and "Calculate qbk by averaging qc or cuk" check box deactivated.

• "Save/Load mesh" implemented. This allows meshs to be managed by other programs.

• Bugfix: Analysis of mobilised passive earth pressure with user-defined skin friction.

• Bugfix: Wall analysis with water level in front of wall.

• Bugfix: 'Enter geogrids manually'

• Yield stress fy,k (steel pile) can be freely defined.

• Yield stress fy,k (steel) can be freely defined.
• Nachweis mobilisierter Erdwiderstand jetzt with soil weight in the pile and skin friction.

• Product management

• Bugfix: Program crash when "General load cases" are not analysed repaired.

• Bugfix length surcharge: Possible error in multiple layers corrected.

• Compatibility of records for geogrids to GGU-STABILITY implemented.

• Wall analysis: Water level in front of wall now possible.

• Average slope inclination calculation for steep berms improved.

• Bugfix: Check box 'Active earth pressure takes wall inclination into consideration' deleted.

• product management

• product management

• Bar chart: Measured values = 0 are not labelled.

• Bugfix: Normal force printout for anchors and struts resulting from water pressure for systems with predeformation.

• Infiltration basin calculation Emptying time implemented.

• Loads with limited plan dimensions revised and supplemented by the DIN 4085 approach.

• Loads with limited plan dimensions revised and supplemented by the DIN 4085 approach.

• Loads with limited plan dimensions revised and supplemented by the DIN 4085 approach.

• Loads with limited plan dimensions revised and supplemented by the DIN 4085 approach.

• Loads with limited plan dimensions revised and supplemented by the DIN 4085 approach.

• Calculation of infiltration basin implemented

• Settlement contours implemented.
• Product management

• Bugfix: Deep-seated stability and surcharge earth pressures

• Bugfix Export GGU-LATPILE: Only for "General load cases"

• Product management

• Bugfix: Horizontal distributed loads

• New Wille ASCII file can be imported.

• Bugfix: Deep-seated stability and surcharge earth pressures

• Product management

•  Bugfix: New Wille ASCII file can be imported.

• New Wille ASCII file can be imported.

• New Wille ASCII file can be imported.
• Product management

• New Wille ASCII file can be imported.

• New Wille ASCII file can be imported.

• Product management

• Program name and version can be displayed in the Results legend.

• GGU-STRATIG files containing penetrologger data can be opended.

• System section visualisation improved.
• Product management

• Bugfix: Buckling analysis of tubes to EN 1993-1-6 Equation D.15 (minor influence)

• Bugfix: Buckling analysis of tubes to EN 1993-1-6 Equation D.15 (minor influence)

• Bugfix: Buckling analysis of tubes to EN 1993-1-6 Equation D.15 (minor influence)

• Permeability after Kaubisch without validity rule revised.

• Buckling analysis to DIN EN 1993-1-6 for pipes implemented.
• Graphical visualisation of action boundaries improved.

• Graphical visualisation of action boundaries improved.
• Product management

• Product management

• Permeability determination after Kaubisch, Zieschang and Seiler now also without validity rules.

• Import of files from GGU-DOLPHIN Version 1.15

• For load cases without calculation of the working capacity an additional horizontal load can be defined.

• The designation for absolute heights can be freely defined.

• The designation for absolute heights can be freely defined.

• The designation for absolute heights can be freely defined.

• Product management

• Product management

• Analysis of slip of individual grains extended.
• Program revision

• Product management

• Product management

• Bugfix: BIM - Colour 2 is now saved in dataset.

• Bugfix Tension pile: Model factors implemented.

• Bugfix: Consideration of area surcharges with horizontal loads, located left of the equivalent wall, now also for sliding, overturning and bearing capacity failure.

• Product management

• Vertical capacity: The end resistance qb,k can now also be averaged directly using the corresponding table values without averaging qc or cu,k. This is advantageous if there are cohesionless and cohesive soils in the pile base zone of influence.

• Vertical capacity: The end resistance qb,k can now also be averaged directly using the corresponding table values without averaging qc or cu,k. This is advantageous if there are cohesionless and cohesive soils in the wall base zone of influence.

• Data of Eijkelkamp penetrologger can be imported and displayed.

• Product management

• Product management

• Product management

• Bugfix: Header CAD, if all visualisation levels should not be displayed in front of the main graphics.

• Bugfix: No surcharge from self weight for activated check box "Active earth pressure taking wall inclination into consideration"

• Bugfix: No surcharge from self weight for activated check box "Active earth pressure taking wall inclination into consideration"

• Bugfix: No surcharge from self weight for activated check box "Active earth pressure taking wall inclination into consideration"

• Bugfix: No surcharge from self weight for activated check box "Active earth pressure taking wall inclination into consideration"
• Sliding safety without Ep and with base inclination revised.

• Reduction of cohesion (R 14) can be turned off for analysis of Sum H.

• Bugfix: Toe and heel moment and shear force analysis for base tilt.

• Bugfix: Visualisation of passive earth pressure for user-defined hatching spacing.

• Construction phases now with envelope for reinforcement.

• Decimal places for Ev1 and Ev2 as well as Ev1/Ev2 adjustable

• Moment and shear force analysis for toe and heel now also with Eav and Epv.

• Product management

• Moment and shear force analysis for toe and heel revised.

• Bugfix: Section 6.4 Plastic limit deviation at 2% and 5%

• Bugfix: Vertical capacity for bedded systems and Method 1
• 2019 EAU annual report implemented.

• Product management

• DIN EN ISO 17892-12:
  Section 6.1 Corrected water content
  Section 6.3 Relative 5 percent deviation for liquid limit
  Section 6.4 Plastic limit deviation at 2% and 5%

• Reduction of cohesion compliant with R 14 now also for analysis of Sum H, heave FOS, export to GGU Stability and length surcharge
• Optimisation of the analysis of vertical capacity compliant with procedure 2

• Water pressure on pile base will be taken into account.

• If groundwater is retained in the wall, a buoyant unit weight can now be defined for the wall and foundation.

• Surcharge factor renamed adjustment factor.

• Product management

• Deformed mesh can be displayed in color.

• Product management

• Bugfix: Labelling in stress influence diagram for several footings

• Import ASCII file and new Wille data format

• Bugfix Rectangular foundations: Settlements in a stratum cannot be greater than the stratum thickness.

• Bugfix: CPT analysis: Friction angle phi and undrained shear strength cu: Limit friction ratio input

• Productmanagement

• Productmanagement

• Bugfix: Passive earth pressure visualisation, if cohesion > 0 and earth pressure hatching with fixed spacing.

• Bugfix: Read company data, if font size <= 0.0

• Bugfix: Tension members in graphical output table printing

• Date axis now as time axis with or without date display.

• Sliding safety without Ep and with base inclination revised.

• Bugfix: Graphical visualisation of displacement, if dolphin spacing <> 100 m.
• Bugfix: Working capacity calculation using expert equation.

• Corrosion of tubes now for outside only.

• Bugfix: Possible construction phases loading error rectified.

• Bugfix: Self-weight Inserted beam

• Bugfix: Length surcharge
• Factor according to Weißenbach/Hettler, "Excavations", 2nd edition, p. 313 implemented (menu item 'Editor 1/Sum V analysis').

• Recommendations on Piling: Alternative method for determination of the pile base resistance implemented.

• Product management

• Product management

• Product management

• Product management

• Product management

• Product management

• DWD measurement data (portal https://cdc.dwd.de/portal/)

• Prodcut management

• 'Delete layer' implemented.

• 'Modify loads' now in cut-out.

• Analysis using ground inclination for active berms optimised.

• Bugfix: Hydrographs legend positioning

• Product management

• Product management

• Flow lines with phreatic line
• Flow lines in saturated zone only

• Optimized data output

• Product management

• Product management

• Data output optimised.

• Steel grade S 690 added.

• Absolute heights implemented.

• Absolute heights implemented.
• 'Modify loads' implemented.

• Bugfix: 2014 annual report and closed steel tube

• Product management

• Austrian rainfall intensity can be read.

• Export to GGU-LATPILE

• Product management

• Product management

• Nail wall and earth pressure: 0.85 reduction factor can now also be applied to permanent loads.

• Product management

• Product management

• Product management

• Product management

• Bugfix: BIM and XML esport.

• Bugfix: Soldier pile wall and baseplate: No reduction to Piling Recommendations (EA-Pfähle)

• Product management

• Bugfix: Imprecision with double-bounded surcharges on the passive side eradicated.

• The trough infiltration now with maximum accumulation height and enlargement of the trough area.
• If the emptying time is too short, an increase in the trough area can also be calculated.

• Bugfix: When analysing "General load cases" load cases with working capacity must be first. They are now sorted automatically.

• fender analysis implemented

• Rectangular foundations: Settlements in a stratum cannot be greater than the stratum thickness.

• Bugfix: Font size selection
• Bugfix: Different sections: Calculate weight
• Additional factor for working capacity calculation implemented.

• Inclinometer measurements can be displayed and evaluated.

• GGU-STRATIG files containing inclinometer data can be opended.

• Product management

• Product management

• Product management

• Buckling analysis to DIN EN 1993-1-6 for pipes implemented.
• Different sections:
  Section bases can be moved with mouse.
  Menu item "Evaluation/Move section bases"

• Product management

• Analysis of systems with base inclination improved.

• Product management

• Product management

• Product management

• Construction phases: Reduced moments compliant with EAU 2012 8.2.1.2 can be visualised. Menu item "System/Graphics output preferences".

• Bugfix: Nail wall and earth pressure and point loads.

• New program: Analysis and design of dolphins according to Recommendations of the Committee for Waterfront Structures Harbours and Waterways EAU 2012

• Crack width analysis is no longer output twice.

• Product management

• Import load increase and settlement measured values via Windows clipboard.

• Bugfix: Crash in systems with area surcharges and anchors corrected.

• Product management

• Area surcharges with horizontal components now also for increased earth pressure and at-rest pressure.

• Bugfix: Reduction compliant with R 85 Para. 7 is no longer adopted for skin friction.

• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Product management

• Bugfix: Extra GSDs and hydrometer analysis to DIN EN ISO 17892-4:2017-04

• Bugfix: Possible crash in systems with anchors corrected.

• Bugfix: Warning passive earth pressure calibration factor for at-rest pressure

• Product management

• Bugfix: Load sieve set automatically

• Expandable database with soil properties for common soils.
• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Bugfix: Soldier pile wall with tubes: Soldier pile spacing is no longer set to 1.0.

• Soldier pile wall now also with tubular sections.

• Bugfix: Test of excessively steep active berm angle

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Expandable database with soil properties for common soils.
• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Falling cone test to DIN EN ISO 17892-12:2018 implemented.

• Water pressure hatching spacing can be defined.

• Earth pressure and state variable hatching spacing can be defined.

• Water pressure hatching spacing can be defined.

• Earth pressure and state variable hatching spacing can be defined.

• Product management

• Earth pressure and state variable hatching spacing can be defined.
• 8.04: Product management

• Earth pressure and state variable hatching spacing can be defined.

• Earth pressure and state variable hatching spacing can be defined.

• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

• Nail wall: Seismic forces are considered in earth pressure analysis.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.
• Nail wall and Bishop: Intersection with nail wall can be prevented.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)
 

• Mini-CAD: Layer designations can be defined.
• PDF import implemented.
• Screen visualisation accelerated.

• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

• Screen visualisation accelerated.

• Screen visualisation accelerated.

• 2014 EAP annual report implemented.
• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Undo function implemented.
• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

•  Number of measured values now unlimited.
• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Load case situation can be shown.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.
• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Screen visualisation accelerated.

• PDF import implemented.

• Mini-CAD: Layer designations can be defined.

• Expandable database with soil properties for common soils.

• Screen visualisation accelerated.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Revision of tension pile if weight of pull-out cone is governing.
• Producrt management

• Product management

• Product management
• 8.01: Load case situation can be shown.

• Product management

• Mini-CAD: Layer designations can be defined.

• Mini-CAD: Layer designations can be defined.
• Loading increment texts can be edited.

• Bugfix: Nail wall and earth pressure on rear face of wall at low inclination.

• Product management

• 'Add file' implemented.
• Wille data file import improved.
• Mini-CAD: Layer designations can be defined.

• Bugfix: Depth factor for bearing capacity analysis

• Plasticity diagram according to DIN EN ISO 14688-2 2018
• PDF import implemented.
• Mini-CAD: Layer designations can be defined.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Bugfix: Printing works again.

• Product management

• When meshing the nodes manually, the screen refresh after each action can now be suppressed.
• Mini-CAD: Layer designations can be defined.

• Bugfix: Edit grain size curve graphically, if hydrometer analysis was carried out to EN ISO 17892-4:2017-04
• Mini-CAD: Layer designations can be defined.

• Final version of M EBGS-Lsw 2018 Fact Sheet included.
• PDF import implemented.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Spur (left) may now also be located left of the top of the wall.
• Expandable database with soil properties for common soils.
• Mini-CAD: Layer designations can be defined.
   

• Warning if drawdown in excavation centre not achieved.
• Mini-CAD: Layer designations can be defined.
• Expandable database with soil properties for common soils.

• Load case situation can be shown. ÖNORM adaptation

• Product management

• Product management

• Bugfix: Combined sheet pile walls and soldier pile walls with several sections, if reduced fyk is required.

• Product management (1.3.2018)

• Sump pumping after Davidenkoff implemented.

• Weathering stages implemented.

• Product management

• Bugfix: Potentials log output
• Bugfix: Soldier pile walls and contiguous walls: Three-dimensional effect of passive ep

• Nail wall: Earth pressure on outer skin can now also be calculated using cohesion and minimum earth pressure.

• Warning calibration factor EAB R 23 <> 0
• Deep-seated stability: Reduction to EAB R 44.

• Bugfix: Stress labelling for circle in plan view

• Inclined equivalent wall removed. No longer allowable by DIN.

• Bugfix: Earth pressure calculation inclined equivalent wall for short spur.

• Bugfix: Analysis of vertical capacity for bored pile wall

• Bugfix: BIM input

• Bugfix: Permittivity formula

• Skin friction interpolation, if qc < 7.5 MN/m² or c,uk < 60 kN/m²

• Permittivity can be output

• Bugfix: Tension pile if weight of pull-out cone is governing

• Product management

• DIN EN ISO 17892-4:2017-04 completely new
• PDF import implemented.
• Number of sieves increased to 18.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Bugfix: Determination of D(eq) double steel girder section

• Bugfix: Width of nail wall in output table printout

• Bugfix: Equation for toe potential to EAU 1990 R 115 replaced by equation in EAU 2004 R 115. EAU 1990 was more conservative.

• Bugfix: Anular slab load on ring no. 1

• Factor for dynamic wind loads implemented.

• Prodruct management

• Values in section: Output to clipboard

• Bugfix: Difference between 2 hydrographs
• Mini-CAD: Input of time-axis values as date (e.g. vertical line at user-defined date)

• Bugfix: Difference between 2 hydrographs

• Several failure criteria
• Stress circles in 'Stress paths' diagram
• Shear parameters for failure criteria
• PDF import implemented.

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Import several GGU-STRATIG files

• Bugfix: Analysis of increased active earth pressure.
• Bugfix: Area surcharges and wall with at-rest pressure or increased active earth pressure.
• Reinforced concrete design now also with N,k.
• Moment from self-weight of left spur can be taken into consideration.

• Bugfix: Anchor with prestressing N,w,k in output table
• 9.39: Product management

• Product management

• BIM legend improved

• Bigfix: Product management

• Validity range 5 ≤ qc ≤ 28 for CPT friction angle implemented.

• CPT evaluation and visualisation improved.
  Definition of cohesionless and cohesive soils by means of a user-defined polygon possible.

• CPT legend improved.

• Unit MPa instead of MN/m²

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Marked red if not verified

• Bugfix: Graphics of footing rotation using old Standard

• Product Management

• Product management

• baseplate now as square slab

• Bugfix: Analyse intermediate slip bodies using general wedge method

• Product management

• Bugfix: Groundwater ingress and user-defined water pressure
• Product management

• product management

• Product management

• Bugfix Artesian

• Product management

• Bugfix: Labelling in stress influence diagram for several footings

• Product management

• product management

• BIM-export as XML file

• Earth pressure calculation after Culmann implemented.
• PDF import implemented.
• Renaming of passive earth pressure 'DIN 4085:1987' to 'DIN 4085:2017 planar slip surfaces'
• Eph,d increase for sliding analysis with wall friction <> "0".

Info: Paid major update (free of charge for licensees with subscription or update insurance under the software service agreement)

• Colour selection on passive side for different soils on the passive and active side optimised.

• Background colour for legends implemented

• Background colour for legends implemented

• Background colour for legends implemented

• Background colour for legends implemented

• Background colour for legends implemented

• Colour selection on passive side for different soils on the passive and active side optimised.

• Colour selection on passive side for different soils on the passive and active side optimised.

• product management

• Bugfix: Soldier pile walls and contiguous walls: Three-dimensional effect of passive ep
• product management
• Colour selection on passive side for different soils on the passive and active side optimised.

• Colour selection on passive side for different soils on the passive and active side optimised.

• Bugfix: Potentials log output
• Inserted beams for contiguous walls, diaphragm walls and bored pile walls implemented.

• Background color of the legends

• Background colour for legends implemented

• Background colour for legends implemented

• Background colour for legends implemented

• Background colour for legends implemented

• Reduction of cohesion on soldier pile walls by "0.5" compliant with R 14 now possible using a factor.

• Analysis of vertical capacity of soldier pile wall now with baseplate.
• Background colour for legends implemented

• Analysis of vertical capacity of steel girders now with baseplate.
• Background colour for legends implemented
• Bending reinforcement EC 2: Now also with Nk.

• Program name changed.

• Program name changed.

• Program name changed.

• Anzahl Messpunkte auf 1000 erhöht

• product management

• product management

• Bugfix: Edit 'Geosynthetics table values

• Bugfix: Edit geogrids table values.

• Bugfix: Bending stiffness of soldier pile wall and contiguous pile wall for bedded system and 'Subgrade on continuous wall' check box deactivated.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• Export current graphics to Mini-CAD in global coordinates.

• product management

• Always design anchors for DS-P. Surcharge now also for grout body design.

• Reinforced concrete: Adopted BSt 550 rebar steel compliant with ÖNORM.
• Bugfix: Constrained slip surfaces and area surcharges.

• Export current graphics to Mini-CAD in global coordinates. Can then be imported by other applications.

• Investigation of constrained slip surfaces compliant with DIN 4085 via Culmann implemented.

• product management

• Bugfix: Analysis of vertical capacity after method 1: EAU Figure E 4-3 (left)

• New profildata Arcelor

• Validity rules after USBR and Seelheim can be deactivated.

• Bugfix: User-defined soil types legend

• Calculation of earth pressure on nail wall optimised.

• Update show slip surface angle
• shear design EC 3 optimised

• product management

• product management

• PDF-Import implementiert.

• Show slip surface angle

• PDF-Import implemented.

• PDF-Import implemented.

• PDF-Import implementiert.

• PDF-Import implemented.

• PDF-Import implemented.

• PDF-Import implemented.

• PDF-Import implemented.

• Renaming of passive earth pressure 'DIN 4085:1987' to 'DIN 4085:2011 planar slip surfaces'.
• Crack width analysis: Diameter of rebars > 28 mm.

• Bugfix: "Always design anchors for DS-P". Increase now performed for anchor steel design only.

• product management

• PDF import implemented.

• Bugfix: Stress influence diagram for rectangular and circular footings Designation "characteristic point" replaced by "footing centre"

• product management

• Renaming of passive earth pressure 'DIN 4085:1987' to 'DIN 4085:2011 planar slip surfaces'. Now also as default specification.

• Bugfix: d25 determination and k-value after Seiler

• Bugfix: Analysis of mobilised passive earth pressure: Units now kN/m
• Renaming of passive earth pressure 'DIN 4085:1987' to 'DIN 4085:2011 planar slip surfaces'. Now also as default specification.

• Bugfix: Wall analysis and Earth pressure

• product management

• product management

• product management

• Bugfix: Seismic acceleration and active earth pressure

• product management

• Error report implemented.

• product management

• Bugfix Corrosion: Possible error for flange thickness eradicated.

• Bugfix Corrosion: Possible error for flange thickness eradicated.

• Difference between 2 datasets improved.

• Analysis of concrete infill and unreinforced piles now also with concrete qualities.

• product management

• Bugfix: Earth pressure on continuous wall: Multiplication of active earth pressure now with pile spacing only.

• Output table improved for user-defined section data.

• 'Simulate corrosion' and 'Weld plates' considerably improved.

• Bored pile wall analysis completely revised.
• 'Simulate corrosion' and 'Weld plates' considerably improved.
• Bugfix: Negative wall inclination and steep active berms.

• Soil group with fill symbol

• Bugfix: Number of anchors or struts > 0 and reinforced concrete

• Bored pile wall: 'Unreinforced pile normal forces via qb,k+qs,k' check box implemented

• Culmann: "Eph increasing non-monotone" revised

• Bugfix: Sheet pile wall: Weld plates
• Warning passive earth pressure calibration factor incorporated in active earth pressure (R 22)
• Sheet pile wall: Weld plates inside
• "Always design anchors for DS-P" check box activated: "Deep-seated stability analysis"
• Culmann: "Eph increasing non-monotone" revised

• Bugfix: Active berms and vertical inclination equivalent wall and reinforced concrete Designed using at-rest pressure or increased earth pressure

• Bugfix: Displacements output table.
• Bugfix: Vertical capacity of sheet pile wall.

• Bugfix: Visualisation of differential water pressure beneath excavation base for soldier pile wall and contiguous wall and 'Classical water pressure approach' if groundwater levels are different. Different groundwater levels are not normally possible.

• product management

• Bugfix: Corrosion of II and ][ sections.

• Wall analysis: Earth pressure E,Ed < pull-out resistance RAi,d can be examined.

• Bugfix: Systems with anchors and variable loads.

• Bugfix: Corrosion of II and ][ sections and combined sheet pile walls.

• Bugfix: Differentiate Culmann and active and passive soil properties
• Bugfix: Export to GGU-STABILITY and point loads

• Bugfix: Differentiate Culmann and active and passive soil properties

• product management

• product management

• Unreinforced bored pile with analysis to EC 2 and DIN 4093:2012-08

• product management

• Spatial passive earth pressure after Culmann implemented
• Bugfix: Passive earth pressure after Culmann/Vogt
• Bugfix: Bored pile shear design for small moment.

• Bugfix Culmann: Active earth pressure and passive earth pressure and berms and several layers in the berm area.

• Bugfix Culmann: Active earth pressure and passive earth pressure and berms and several layers in the berm area.

• product management

• products MACCAFERRI included

• Bugfix EC 2: Shear reinforcement circle for cross sections with nominal reinforcement
• Bugfix Culmann passive side: groundwater level ground side > excavation base

• 'Weld on plates' implemented.
• R 102: Output table improved.
• Culmann passive side: Now also with angle of inclination of passive earth pressure wedge up to -45°. Important in downward sloping passive berms.
• Vertical capacity Procedure 1 in bedded systems.
• 3 new Arcelor sections: GU 10N, GU 11N and GU 12N
• EC2 analysis with individual sections improved.

• Culmann/Vogt: Now also with angle of inclination of passive earth pressure wedge up to -45°. Important in downward sloping passive berms

• Partial factors adapted.
• Calibration factor introduced.

• Bugfix: Limiting depth analysis for foundation levels > 0.0 und 'Limiting depth with foundation levels' check box activated.

• product management

• product management

• product management

• Bugfix: Calculate utilisation factor for single pile

• Text for absolute heights can be entered.

• Text for absolute heights can be entered.

• Menu item 'Mesh/Edit (nodes)': Now, profile depths can also be imported from the clipboard.

• Differing air side and ground side reinforcement cover

• Text for absolute heights can be entered.

• product management

• CPT analysis: Friction angle and undrained shear strength diagrams

• product management

• Show design situation text

• product management

• product management

• "Suppress negative active earth pressures" implemented.
• Only use equivalent EP coefficient if cohesion <> 0.0

• bugfix: EB 102: section length automatic

• product management

• EB102: output table improved
• Buoyancy + Hydraulic heave: output improved

• Range calculation after Weyrauch.

• Product management

• Bugfix: Factor for active earth pressure <> 1.0 and sum V analysis

• Bugfix: Multiple gauges and top of casingMultiple gauges: Show top of gauge casing

• product management

• product management

• product management

• ASCII data can be imported for HMP penetration tests.

Display force and moment arrows at margins

• Bugfix EC2: No shear force reduction after Weißenbach in bedded systems.

• product management

• product management

• Spatial passive earth pressure after Culmann/Vogt implemented

• Neidhart/Gömmel stabilisation columns

• Earth pressure calculation after Culmann implemented.

• Control parameter introduced for double-bounded surcharges.
• At-rest pressure and increased earth pressure and berms too steep.

• Control parameter introduced for double-bounded surcharges.
• At-rest pressure and increased earth pressure and berms too steep

• product management

• product management

• product management

• product management

• Bugfix: Sign for moment from point loads

• Bugfix: Export to GGU-STABILITY: Point loads below base of wall

• Bugfix: EB 102: Calculation of Bh,k and Bh,d

• Log with PW at a given depth

• Product management

• Bugfix: Three-dimensional effect of passive ep to DIN 4085 and downward sloping passive berms

• Bugfix: Anchors and struts not direct at the top of the wall

• Measured data diagrams: Data can be imported from Excel or a text editor.

• Bugfix: earth pressure at front with geosynthetics

• Bugfix: design unreinforced piles

• Compaction degree now also dimensionless.

• New Wille ASCII file can be imported.

• Coefficient of consolidation unit
• Unit t50

• Calculation of creep coefficient

• product management

• product management
• Bugfix: