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Landward slope design is more or less based on experience.
This approach facilitated the selection of acceptable slope design criteria for the pit.
Such information is valuable in making slope design decisions and remedial measures.
The proposed RGD approach is demonstrated with an example of a rock slope design.
The study indicates that a negative slope design has a geometrical advantage over three other keyboards.
A risk-based approach to slope design was required by the authorities.
One of the most critical sources of uncertainty effects on the pit slope design is rock mass geomechanical properties.
Rock mass characterization has a crucial importance in rock engineering applications including foundation design, slope design, support design and others.
In addition, this paper details a procedure to determine the magnitude of safety factor required for rock slope design.
The method described presents the development of this design tool and assumptions made for a specific overhanging rock slope design.
A key part of slope design is the review of past examples of slopes in similar ground conditions.
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