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The article observes the results of numerical simulation of the interaction of socketed shafts with rocks under the action of horizontal loads. The study revealed the following features of deformation and failure of the system "shaftпїЅ rock mass". Analysis of the obtained results confirmed the conclusion previously made by other researchers that the curve of deformation of the socketed shaft may be approximated by bi-linear dependence, in which the inflection point corresponds to the end of the linear section of ...