Substantiation the safety open pit wall parameters in the conditions of a reduced protective zone near State critical infrastructure

¹ Institute for the Design of Mining Enterprises, Dnipro University of Technology, 19 Yavornytskoho Ave., 49005 Dnipro, Ukraine
² Dnipro University of Technology, Department of Underground Mining, 19 Yavornytskoho Ave., 49005 Dnipro, Ukraine
³ Dnipro University of Technology, Department of Ecology and Environmental Protection Technologies, 19 Yavornytskoho Ave., 49005 Dnipro, Ukraine
⁴ Institute of Public Administration and Scientific Research in Civil Protection, Department of Public Administration in the Field of Civil Protection, 21 Vyshhorodska St., 02000 Kyiv, Ukraine

^* Corresponding author: chernyaev.aleksey82@ukr.net

Abstract

The research is focused on topical issues of determining the safe parameters of pit edges in the conditions of a reduced protective zone near a critical infrastructure facility. Considering the extraction of soft rocks that are prone to landslides and deformations, the permissible safe distances from the upper edge of the pit on the surface to the industrial infrastructure facility are determined and established. Based on the physical and mechanical properties of the rocks, the parameters of geomechanical models of the pit edges were developed and substantiated to study their stability and stress state in the conditions of the Eastern section of the Chabanivske clay deposit. A brief description of the deposit under study and its geological structure is given. Computer modeling was carried out to determine the safety factor, and changes in the stress state of the massif near the pit edge were determined by the finite element method. Taking into account the mining technology were determined the safe parameters of the pit edges. Safe distances from high-pressure pipelines of state importance are substantiated. A rational pit edge angle of 28 – 31 degrees is recommended, and the appropriate safety distance for the rocks of the Chabanivske deposit in the western section should be at least 95 m.