Case 1a: Homogeneous Slope with Mohr-Coulomb
Create a homogeneous rock-mass section, assign Mohr-Coulomb properties, prescribe the crest, and optimise the slope to a target Factor of Safety.
Exercise folder: Files for users/Case_1A_homogeneous_MC in the tutorial models ZIP.
Before starting, complete the account setup. Follow the steps below online; the workbook PDF is available for printing or offline use. This case corresponds to workbook pages 5-11.
Create and Import the Section
- Choose File > New to create a project.
- Choose File > Import Section > DXF and open
case1-GroundModel.dxffromCase_1A_homogeneous_MC. - Set Import as to Meters and click OK.
- In Navigation, expand Project > Cross-Sections > case1-GroundModel1 to reveal the Ophiolite layer.
You can also open Case1A-starter.cbf to begin from the supplied starter project. Check the properties against the tables below before running it.
View and Navigate the Section
- Click the South face of the view cube in the top-right corner of the Visualiser to align the view with the section.
- Expand the small arrows in Navigation until the section and its layers are visible.
- Select Ophiolite. Its material and bench settings appear in the right-hand Properties panel.
Define Bench and Material Properties
With Ophiolite selected, enter:
| Property | Value |
|---|---|
| Bench height | 12.19 m |
| Bench face angle | 90° |
| Minimum berm width | 6.938 m |
| Unit weight | 29 kN/m³ |
| Strength model | Mohr-Coulomb |
| Friction angle | 31° |
| Cohesion | 469 kPa |
If the minimum berm width is left blank, the software uses 4.5 m + 0.2 × bench height. For a 12.19 m bench, this gives 6.938 m.
Set the Slope Geometry
Select case1-GroundModel1 in Navigation, then enter:
| Section Input | Value |
|---|---|
| Bench definition | Bench height |
| Target FoS | 1.3 |
| Slope Anchor > Prescribed point | Crest |
| Horizontal Crest Position | 750 m |
| Failure Direction | Right to left |
| Target slope height | 230 m |
The crest is the fixed upper endpoint. Failure Direction is a separate setting that controls the slope orientation. Review the estimated minimum and maximum Overall Slope Angle (OSA) and confirm that the green search region stays inside the available ground.
Understand the Two Slope Heights
Target slope height is the requested overall height. Bench-compatible slope height uses a whole number of full-height benches without exceeding that target. For this case, retain the full-height bench arrangement shown in the reference result.
The following examples illustrate the difference; they do not replace the Case 1a inputs:
| Illustrative Target Height | Bench Height | Arrangement | Resulting Height |
|---|---|---|---|
| 330 m | 15 m | 22 full benches | 330 m |
| 330 m | 20 m | 16 full benches | 320 m |
| 330 m | 20 m | Use target height: 16 full benches and a 10 m crest bench | 330 m |
Selecting Use target height allows a shorter crest bench to reach the target; the other benches keep their specified height. Use full benches returns to the full-height bench arrangement. In the second example, another full 20 m bench would give 340 m and exceed the target.
For guidance on choosing the height option, see Target and Bench-Compatible Slope Heights. Keep the Case 1a target at 230 m and retain the full-height bench arrangement when reproducing the workbook result. If Use full benches is shown, select it before running the simulation.
Save and Run the Simulation
- Choose File > Save As and save the project as
Case1A-final.cbfin the exercise folder. Use a separate working folder if you want to keep the supplied reference project for comparison. - Select the Simulation tab beside Visualiser, at the bottom of the main workspace, then select
case1-GroundModel1. - Set Simulation results location to Automatic. A section simulation folder is created beside the saved
.cbfproject when the simulation starts. - Click Start. If Simulation Check lists an issue, use Fix to open the affected field, correct it, and select Check Again.
- Once the check passes, click Start again. Review any later geometry or groundwater warnings and select your configured account if prompted. If the folder belongs to another account, cancel and choose a separate Custom folder to keep its existing results.
- Monitor the Node status summary and use Fetch results to retrieve the output.
For more detail, see Running Simulations. If the analysis does not start, use Simulation Does Not Start.
Review the Results
The workbook’s example reports:
| Result | Example Value |
|---|---|
| Target FoS | 1.3 |
| Achieved FoS | 1.337 |
| Target slope height | 230 m |
| Bench-compatible slope height | 219.419 m |
Check the achieved FoS against the target, the prescribed crest at 750 m, and the bench height and berm width against your inputs. The bench-compatible height is lower than the target because only full-height benches are used in this example.
The supplied Case1A-final.cbf is a reference for the completed model setup. Compare your inputs with it if your result differs, and check Help and Solutions for simulation or geometry issues.
Export and Reuse the Output
- On the Simulation page, expand Output Tools.
- Choose the required DXF export format, then click Export DXF.
- To bring the optimised geometry back into the project, click Create project section from output.
- Open Visualiser and find the new section in Navigation.
| Export option | When to use it |
|---|---|
| Rocscience | Prepare a 2D DXF for Rocscience software. The orientation is converted to the required import plane and the closed external boundary is generated automatically. |
| Global | Keep the original global coordinates for comparison with the source model. |
| Local XZ | Align the section with the XZ plane, with a fixed Y coordinate. |
| Local XY | Flatten the section onto the XY plane, with a fixed Z coordinate. |
For a Rocscience RS2 workflow, follow Importing Output into Rocscience RS2 and check the imported boundary assignments.
To export optimised slope angles as a block model CSV, follow Exporting the Section Block Model.
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