Abstract
In order to secure the underground stope in the ore body, 'T1', the supporting of excavated area is carried out. The supporting, in this case, is carried out by means of anchors of type SWELLEX and SN, M-20 in a combination with the resin LOKSET RESIN CAPSULES, and reinforcement mesh, which is applied with the layer of torkret concrete. This work presents the results of testing the carrying capacity of anchors in a given ore body 'T1'.
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