ABSTRACT
Questions of hydrogeomechanical interaction in the “lining of opening mine working – saturated rock” are considered. Analytical solution for determination of the weighting unloading of concrete lining with stable water-bearing rocks presence is given. The dependence of lining horizontal displacements and relative deformations on the hydraulic pressure was studied by numerical simulation. Limit values of hydraulic loads on the contour of lining and water-saturated rocks are defined for the given range of values of the physical and mechanical properties of rocks and lining.
