
3D GEOMETRICAL-GEOTECHNICAL MODELING OF FRACTURED ROCK MASS USING DETERMINISTIC MODELING CASE STUDY: CHOGHART OPEN PIT MINE
(SGEM Scientific GeoConference, 2009, M. Norouzi, S. E. Jalali, A.Y. Bafghi)
Show more
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...
