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The point focus for a non-circular failure surface has been improved. You can now set it on the toe of a slope and have surfaces generated.

Modeler: Changed default color of mesh elements to light gray. The color can be changed in Display Options (and the setting is remembered).


Modeler. Fixed Slide better handles the import of grids with negative pore pressures

Changing units also reset material & support names and hatch/colors. Now retaining this information when changing units.

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If the base angle of a failure surface exceeds this limit, then a tension crack will automatically be created for the slip surface at that location. All types of soil and rock slopes, embankments, earth dams and retaining walls can be analyzed. Download geotechnical engineering software RocFall 6.0 developed by Rocscience. Slide Tutorial Rocscience are added daily! The thing that makes it a toy is that it only uses 32-bit numbers.

Interpret: A new option called Show Coordinates has been added to the View menu. Coordinates of all the vertices can now be toggled on/off quickly using this option. A good option for quickly annotating your output with the vertex coordinates.


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RSPile analyses within Slide now uses material unit weights and water table from the Slide analysis

Typically this will only result in a change of factor of safety of less than 0/00001, but some (very sensitive) models may experience better results (change in FOS ~ 0/04). At all times, the results that were displayed were correct.


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Compute: In extremely rare circumstances, models with soils that have different unit weights above and below the water table would generate incorrect slices. This was obvious if you viewed the slices and slice data.


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The Barton-Bandis strength criterion has been updated to include the 70 degree maximum at low confining stresses (Barton and Choubey 1976). Phib has also been changed to Phir to better represent the current criterion. The help has been updated as well.

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Interpret: Added the ability to plot more accurate and detailed pore water pressure and discrete strength function contours through the supplemental contours option. The old algorithm would sometimes produce coarse inacurate contours when a lot of sample points existed.

If a model has ponded water which exists over the left most slope limit and the limit is at the left most vertex of your model then a circle that passes through this left most vertex will not contain the lateral thrust due to the ponded water. This will result in a factor of safety which is much less than it actually is.


Model: A number of small bug fixes associated with uninitialized memory were fixed. Under certain situations these might have caused the program to abort.

Fix for crashing in Slide Interpreter with multi-scenario groundwater files

Under extremely rare circumstances, the weight of a slice was not been computed properly. This happened when a vertex in the failure surface approached a vertex of a material boundary during optimization. The model would also have to have a high width to height ratio and have large coordinates.


Model: Exporting Tension cracks through DXF would sometimes split them. When read back in they would cause problems. The modeler will now only read the first tension crack polyline it finds in the file.

Modeler: The grid used for drawing is now saved to the registry so that when you restart the program, the grid settings you were using are restored. You can now restore the program default grid settings through a default button in the grid dialog.


Mesh quality dialog for finite-element groundwater analyses has been improved. Now resembles the Phase2 dialog.

Compute: Bug fix for infinite strength materials which intersect the slope surface. Sometimes the program would crash.


Limit Equilibrium Slope Stability Analysis Slide is the most comprehensive slope stability analysis software available, complete with finite element groundwater seepage analysis, rapid drawdown, sensitivity and probabilistic analysis and support design. This is list of sites about Slide Tutorial Rocscience. Serial Number Faxmaker For Exchange 4.04 Serial Number Loan Software. Mass Rating (Chen 1995), Slope Stability Probability Classification (Hack 1998, Hack et al. 2020. Slope stability analysis is a static or dynamic, analytical or empirical method to evaluate the stability of earth and rock-fill dams, embankments, excavated slopes, and natural slopes in soil and rock.

Model: Reading material boundaries from a DXF file without the existence of an external boundary crashed the program. An error message is now generated and the program does not crash.


When reverse curvature tension cracks were added, water pressure was always applied in the crack. Now no water pressure is applied. User can change this in the tension crack properties dialog.

Interpreter: Fixed precision issue in tools file. The precision for location of tool objects was not adequate. This especially affects contour labels.


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Slightly restructured snapping in Monte Carlo random walk. Now, if snapping is selected, it always applies to all search surfaces.


Having an old runtime on the server or client, might result in license unavailability, or software related issues. Please make sure you have an updated runtime on both sides, client and server.

The probability of failure/reliability index is calculated, and provides an objective measure of the risk of failure associated with a slope design. Sensitivity analysis allows you to determine the effect of individual variables on the safety factor of the slope.


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Compute: Anchors were not being modeled correctly for Lowe-Karafiath, GLE and Spencer. The horizontal component of the anchor force for right to left slopes was not in the correct direction.

Try opening your software again. If you still encounter the error and are using a Flexible license, please repeat the steps above on the server.


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Model: The graphical size of the loads are now scaled differently. Distributed and Line loads are independently scaled.


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Model: In very rare cases, when vertices on the exterior boundary are very close together (fraction of a millimetre), the program would create empty zones within the slope. These zones have a white color and could not be assigned material attributes.

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This paper describes the theoretical basis of the approach and provides the details of the parallel implementation on a Windows – Linux interactive platform. A numerical model is built to test the parallel performance of FEM solver. Numerical simulations are then carried out on a laboratory-scale uniaxial compression test, and field-scale net fracture spacing and engineering-scale rock slope examples, respectively. The simulation results indicate that relatively high speedup and computation efficiency can be achieved by the parallel FEM solver with a reasonable boot process. In laboratory-scale simulation, the well-known physical phenomena, such as the macroscopic fracture pattern and stress–strain responses, can be reproduced. In field-scale simulation, the formation process of net fracture spacing from initiation, propagation to saturation can be revealed completely. In engineering-scale simulation, the whole progressive failure process of the rock slope can be well modeled. It is shown that the parallel FE simulator developed in this study is an efficient tool for modeling the whole trans-scale failure process of rock from meso- to engineering-scale.

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Compute: The batch folder-loading ( Alt-F ) in Slide Compute, will now write a batch file to test against the existing batch folder-loading (in order to identify "batch compute" vs. "multiple individual computes" bugs). In the Interpreter, type "comparefolders" on the command line, and pick the two folders to generate the report. The folder loader is now in the system menu as well.

Modeler: Bolts that are touching external with both ends could reverse their direction after adding a new anchor. Problem was fixed and bolts are now drawn with a faceplate on the first end.


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Model: Previously, if the file extension had any capital letters, the Interpret button would not be enabled. The Interpreter could still be started and load the file, but the button in the modeler would not be enabled.


Fixed a crash when opening previously saved file or loading View options. If a file with transient analysis was saved in Interpret while viewing one of the last stages, then this stage and all stages after it were deleted in Modeler, the file would crash Interpret.

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Modeler/Interpreter: Files are no longer opened for writing in exclusive mode. This sometimes conflicts with network shared drives and certain antivirus programs.

Compute: Excess pore pressures were being generated in regions where the initial pore pressures were negative or zero. Now excess pore pressures are only generated in saturated (initial pore pressures > 0) regions. This only affects B-bar analyses (see the Groundwater tab in the Project Settings).


Model: Adding single centers now generates a warning instead of an error for suspect (possibly invalid) circular surfaces. As a result you can now enter circular surfaces with multiple slope intersections.

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Expand/Shrink external has been improved. If a boundary was completely outside the new external boundary an error would be generated.

Interpret: Five new data types for Finite Element Analysis groundwater models: Horizontal, vertical and total hydraulic gradients; horizontal and vertical permeabilities. Rocscience phase 2 keygen. User data variables corresponding to these data types (ix,iy,it,permx,permy) were also added. Existing Slide files must be re-computed (with Slide (https://unite-alzheimer-oblivio.com/serial-code/?file=1535) Compute 5/004 or later) to view any of these data types.


Now looks for RSPile file in the same Slide folder if the specified path is not found

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Model: Fixed zoom on right click. Sometimes after panning, a right mouse click would do zoom in on window.


Compute: Added a prompt for surface generation. This can sometimes take a bit of time and the program would look like it was hung.

Interpret. Added back support for Slide 5 tools

Interpret: In the case of ponded water, the seismic load plot would incorrectly use the water weight. This is a graphing issue only, the compute engine correctly removes the weight of water from the seismic load calculation. The factor of safety results are not effected.


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Fixed issue with output to Adobe PDF printer. The scale was slightly off from what was shown in print preview.


Interpret: A bug with snapping would occur if a groundwater finite-element analysis is used. When adding drawing tools, the interpreter would snap to the nodes of the groundwater mesh, even though the mesh is not visible. This bug was introduced in version 4/005 and is now fixed.

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In some rare circumstances, ponded water would not extend past the default slope limits even though the water table would. As a result, lateral water forces due to ponded water would not be properly applied.


Modeler: "Automatically fix boundary overlaps" option in Preferences was removed. Material boundary overlaps are now always fixed.

Model: New material models for undrained soils. Can now define undrained cohesion as a function of depth. See the Define Materials dialog.


Fixed issue with faint white lines showing on screen when printing to PDF printers. These were only visible on display and not on printout.

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Modeler: Added option not to prompt to save imported files when closing them - useful when you only want to view imported file. The option can be found in Preferences dialog.


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Model: The right-click menu for non-circular surfaces now has an option "Copy (list of coordinates)" When this option is selected, the list of vertices forming the slip surface is placed on the clipboard. This tabular list can then be pasted into Excel, or another program. This option is especially useful for comparing surfaces in different slope stability packages.

All types of soil and rock slopes, embankments, earth dams, and retaining walls can be analyzed. State of the art CAD capabilities allow you to create and edit complex models very easily.


Prevented most crashes during meshing of models with poor geometry. An error message will now pop up informing user of failure and advising to run geometry cleanup.

Compute: Back analysis of steeply dipping surfaces in clay would result in wrong results for the active or passive load. This due to m_alpha checks not being properly applied.


Support types include tieback, end anchored, soil nail, micro pile and geotextile. Back analysis allows you to determine the required support force for a given safety factor. Advanced search algorithms simplify the task of finding the critical slip surface with the lowest safety factor.

Compute: Instantaneous Mohr-Coulomb friction and cohesion are now properly reported for the Generalised Hoek-Brown failure criterion. This was only a problem when plotting c and phi on the base of the failure surface. Factor of Safety results are not affected.


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Saving a previously computed file after changes that should only affect slope stability analysis would also invalidate transient groundwater results. This would only happen for transient analysis models with initial pore pressure state other than FEA groundwater.

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Compute: The plot of shear, cohesive and frictional strength along the base of a slip surface was not correct for Hoek-Brown and Generalized Hoek-Brown strength materials. This does not affect the factor of safety.

Modeler: In certain cases, extra bolts could be installed on top of one-another in a pattern that was added with spacing measured horizontally or vertically. To repair your files, read and store the files again.


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Modeler/Interpret: Improved window tabs for multiple opened files. Tabs now automatically shrink to fit more tabs in a single row.


Slide2 analyzes the stability of slip surfaces using vertical slice or non-vertical slice limit equilibrium methods like Bishop, Janbu, Spencer, and Sarma, among others. Individual slip surfaces can be analyzed, or search methods can be applied to locate the critical slip surface for a given slope. Users can also carry out deterministic (safety factor) or probabilistic (probability of failure) analyses.

Modeler: Vertex snapping has been improved. You can now snap directly to a line segment as well as a vertex.


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Model/Interpret: All the vertex coordinates are now automatically added to the InfoViewer. This is for people who have to supply coordinates in their technical reports. If you wish to turn them off, use the option in the Preferences dialog.


Groundwater Compute: The engine will check to see if there is flow into the model from the unknown boundary condition type. The unknown boundary condition will be converted to zero nodal flow for such cases.

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Flows, pressures and gradients are calculated based on user defined hydraulic boundary conditions. Seepage analysis is fully integrated with the slope stability analysis or can be used as a standalone module.

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Compute: The precise centroid of triangular loads is now computed. The load is now applied through this centroid yielding more accurate results for models with triangular loads.


Interpreter: Added "Print to Scale" option which allows user to output model on paper to a certain scale. The scale can be optionally displayed on the print out (go to Page Setup to turn it on or off). Print to Scale option can be found under File -> Print Area & Scale -> Print to Scale menu or on the toolbar.

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Modeler: In the Fredlund and Xing Hydraulic Parameters selection dialog, the units displayed were incorrect for the A and C parameters. The actual values were okay, it was just the text in the dialog that was wrong.

RSPile now uses the Slide unit weights and water table to compute the pile force diagram

Support passing through a tension crack in left to right models would generate support forces with wrong orientations. This did not happen with bolt forces aligned to the direction of the support.


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Computes: In some cases, on a slower machine, the compute engine would finish but the customer could not open the results for a few seconds. File writing is now better synced with program termination.


Interpret: Filter surfaces now automatically turns on display of all surfaces. Previously, if neither min or all surfaces was not toggled on, filtering for a minimum number of surfaces would display nothing. This was confusing so has been changed.

Fixed option for deleting or assigning individual bolts in a pattern. Right-click menu didn't work properly in this mode.


Interpret:There is now an option (Groundwater->Export->Allow Suction Pressures) to control suction pressures during the export of Phase2 pwp files. If this option is checked, the values are written to the file without modification. If this option is unchecked, all negative values are set to zero.

Modeler: Added "Restore All Warning Messages" option to Preferences. This allows to restore warning messages previously hidden with "Don't show this message again" option.


Compute: Refined the minimum slice width allowed. As a result, smaller surfaces can now be computed.

New help system including new, improved, and updated tutorials. New startup dialog for people that are new to the program.


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Compute: Triangular loads were not being computed correctly. The loads at the two ends were being switched.

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