Abstract
The results of comparing the surfaces of the function of the intensity of contacting stresses obtained by the MPA method, and the surfaces of interpolation of the numerical results of solving the classical problem of determining the stress-strain state in the vicinity of a working of a circular cross section, reinforced with anchors by the method of finished elements in a rock mass, are presented. Conclusions are drawn about the satisfactory accuracy of the obtained results of using the MPA method to the presented.
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