This paper aimed to review and compare the conventional and advanced numerical techniques used for stability analysis of rock slopes. Two important methods of probabilistic limit equilibrium analysis and distinct element method are used to check the stability of northern abutment rock slope of Gotvand dam (iran) and the advantages and disadvantages of each method is discussed. The results of th...

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 limitation...

l f Discominuity persistence has a major effect on rock mass resistance (strength) but, as direct mapping ofdiscominuities imemal to a rock mass is not possible, persistence is a difficult parameter to measure. As a result, the conservative approach of assuming full persistence is often taken. /n this paper a method is developed for relating rock mass stability and hence persistence to the geom...