Formulation of the Algorithm to Calculate Constants Characterizing Rock Mass with a Stope

Abstract

A method is proposed for solving inverse problems characterized by a set of parameters, which uses a system of singular integral equations connecting the boundary values of stress and displacement components and excluding regularization. The calculation involves specifying the static, kinematic and dynamic aspects and adapting them to the conditions of mining a specific seam. The static aspect is understood as classical calculation of the stress-strain state in the vicinity of a stope, the kinematic one takes into account the dead weight of rocks, and the dynamic one considers mining the seam and damage accumulation in enclosing rocks.