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Analyzing the slope stability of work levels, final slopes and slope system was carried out in the area of the open pit "Gacko" according to the criteria required by the law of the Republic Srpska. This paper presents a comparative analysis of slope stability with three numerical methods by Bishop, Yanbu and Morgenstern-Price in various pore pressures ru=0, ru=0.2 ru=0.4 and critical factor of influence the stress reduction at the same pore pressures that were already mentioned. The analyses of slope stability were carried out with the existing and newly obtained data. The software packages SLIDE v6.0 and PHASE 2 v8.0 of company ROCSCIENCE were used for calculation methods. The expected result is approximately the same value for the safety coefficient (Fs)

mining and metallurgy engineering bor

Analysis and relationship of safety coefficient (Fs) and critical factor of influence the stress reduction (SRF) in the case of external waste dump of the east waste dump - profile III-III open pit 'Gacko' Gacko