Draft:The Transberg Method
Submission declined on 3 December 2025 by Monkeysmashingkeyboards (talk).
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Submission declined on 20 November 2025 by Pythoncoder (talk). This draft is not adequately supported by reliable sources. Wikipedia's verifiability policy requires that all content be supported by reliable sources.
Declined by Pythoncoder 6 months ago.
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Comment: Still needs more independent sourcing. monkeysmashingkeyboards (talk) 20:04, 3 December 2025 (UTC)
Comment: In accordance with the Wikimedia Foundation's Terms of Use, I disclose that I have been paid by my employer for my contributions to this article. Razadazs (talk) 00:24, 20 November 2025 (UTC)
Overview
The Transberg method is a geotechnical assessment technique used to evaluate the spatial failure susceptibility and risk of structural geologically adverse rock slopes. Developed by Peter Tran, Mark Sjoberg, Andrew Deac, and Glen Guy, the method integrates geological and geotechnical analysis using three-dimensional (3D) software applications.[1][2][3]
Methodology
Photogrammetry

The process begins with the creation of a photorealistic, georeferenced 3D model of the rock slope. This model is generated using terrestrial imagery (handheld camera) or unmanned aerial vehicle (UAV) imagery, processed through photogrammetry software.
Geological Mapping

Structural geological mapping and interpretation are performed on the 3D photogrammetry model. The resulting data are exported and imported into a discrete fracture network (DFN) software application for further analysis.
Discrete Fracture Network (DFN) Model Development

Critical geotechnical parameters, such as lithology, material properties, and defect shear strength, are defined to create a representative DFN model. Valid rock blocks formed by the intersection of geological structures are identified.
Stability Analysis

Limit equilibrium method (LEM) stability analysis is applied iteratively to each valid rock block. This analysis incorporates factors such as:
- Material unit weight
- Water pressure
- External loads (e.g. rock bolt support)
Safety factors are calculated for each block to determine stability.
Rockfall Modelling
Areas with low safety factors undergo additional assessment through two-dimensional (2D) or 3D rockfall modelling. These simulations predict potential rockfall trajectories and impacts.
Risk Assessment

The overall geotechnical risk of the slope is determined by combining slope stability analysis results with rockfall simulations. This information is communicated to site personnel including engineers, supervisors, and managers for hazard mitigation.
Applications
The Transberg method is primarily applied in:
- Mining operations: Assessing slope stability in open-cut mines.
- Civil engineering projects: Evaluating rock slopes adjacent to roads, railways, and buildings.
- Slope stability studies: Supporting hazard mitigation in areas prone to rockfalls and landslides.
See Also
References
- ^ Guy, Glen; Sjoberg, Mark (2025). "Transberg Method. Utilising drone photogrammetry to create near real time hazard maps and optimise slope monitoring". ISRM International Symposium Eurock 2025. Trondheim, Norway. ISBN 978-82-8208-079-8.
- ^ Guy, Glen; Sjoberg, Mark (2025). "Transberg Method. From Drone Flight to Hazard Map – Adding Value to Open Pit Geotechnical Assessments". Rocscience International Conference 2025 (RIC2025).
- ^ "Optimizing Slope Monitoring and Hazard Management to Near Real-time with Drone Photogrammetry – Transberg Method". Rocscience Inc.
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