Advanced Numerical Techniques in Rock Slope Stability Analysis – Applications and Limitations
نویسندگان
چکیده
Stability analyses are routinely performed in order to assess the safe and functional design of an excavated slope (e.g. open pit mining, road cuts, etc.), and/or the equilibrium conditions of a natural slope. The analysis technique chosen depends on both site conditions and the potential mode of failure, with careful consideration being given to the varying strengths, weaknesses and limitations inherent in each methodology. This paper presents a review of numerical techniques used in rock slope stability analysis emphasising recent developments in numerical modelling, including advances in computer visualisation and the use of continuum and discontinuum numerical modelling codes.
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