In this paper, joints mapping in the Sungun porphyry copper mine by the Scanline common method, with the aim of field rock mass engineering classification, and the study of the geomechanical and slope stability conditions, accompanied by the result of these data statistical processing, was performed. So with the analysis of the results about the hydro mechanical numerical modelling of the different 2-D blocks in the mine limit, it is observed that in the southern parts of the mine walls, unstability is more than the western and northern areas, and the quality and strength conditions of the field rock mass toward the north, increases, that this matter is related to the presence and ground water flow from southwest to northeast of the mine and the high pressure of this water at the behind of the mine walls especially in its southern parts. Indeed, unsuitable and unstable conditions of the rock mass, from the south to north of the mine, from surface parts of the rock mass to deep parts of the blocks as more expanded and towards the left and right pillars of the blocks different more concentratedly, that can be referenced to the stress distributions condition in different parts of the mine rock mass. In the Sungun copper mine, two main joints sets in the each kind of main rock materials, included Sungun porphyry (SP), Dyke A (DK1-A) and Dyke B (DK1-B), with 6mm aperture and infilling materials of clay and iron oxide. joints were recognized with rough and slightly weathered surfaces, damp, with 10-20m persistence and 1m mean spacing.