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Discontinuities such as beddings, faults and joint sets usually have important role in rock slope stability analysis. Indeed, they can change a rock mass to a blocky system. First of all, in the application of different slope stability analysis methods, the blocks must be absolutely determined in geometrical shape and defined in form of polyhedron. A 3D geometrical model of jointed rock mass, including a set of simulated geotechnical blocks, can be generated considering constraints of the model boundaries and geom...

There are some limitations and constraints in application of algorithms developed to optimize open pit limits. Therefore, it is normal to develop new algorithms to decrease existing limitations and increase their capabilities. In this paper, the key group concept which mainly use for stability slope analysis is used to develop a new algorithm named “KG-PLO” to optimize open pit limits. The KG-PLO is implemented on an especial type of the economic block model of the mining area. The algorithm can present the tr...