Abstract
The object of research is the technology and technical means to clear the voids during the underground mining of ores in the disturbed arrays. One of the most problematic places is the filling of man-made voids that affect the occurrence and redistribution of the stress-strain state (SSS) of the rock mass. Their existence in the earth's crust provokes disturbance of the daily surface, as well as the influence of geomechanical and seismic phenomena, up to the level of earthquakes.Analytical researches, comparative analysis of theoretical and practical results by standard and new methods with the participation of the authors are performed. The peculiarities of the manifestation of mountain pressure in the rock massifs of a complex structure are considered, due to the intensity of the fracture structures (acoustic stiffness from 0.11 to 0.18 MPa/s, impact coefficient – 0.98). The conditions of manifestation of residual bearing capacity of disturbed rocks and translation of geomaterials into the volume compression mode were investigated (in the zone of disturbed rocks the attenuation coefficient decreases to 0.04–0.15 from the initial value of 0.25–0.35). The basic estimation of durability of workings and inhomogeneous rocks with a strength of 50–150 MPa at depths up to 600 m is shown, depending on the position of workings with respect to the elements of structural disturbance and the possibility of creating reliable structures. Conclusions have been made about the efficiency of the use of load-bearing structures from rocks of greater than 0.2 m in size and mechanical strength of more than 50 MPa, which allows to expose the roof without collapsing at spans of up to 50 m. the bearing layer of the rocks produced space can be filled by insulation or a hardener with a strength of up to 1.2 MPa. The research results can be used in the underground development of ore deposits of complex structure of Ukraine, the Russian Federation, the Republic of Kazakhstan and other developed mining countries of the world.
Highlights
The efficiency indicators of underground mining of deposits of complex structure depend on the targeted use of the properties of ore-bearing massifs and technogenic conditions [1, 2]
One of the main issues of exploitation of such deposits is the choice of parameters for the filling of voids formed by the extraction of raw materials, ensuring the safety of the earth’s surface in the area of development [3, 4]
They lie in heterogeneous rock masses of complex structure, the behavior of which has its own characteristics that determine the economic, environmental and social consequences of technogenic interference in the natural environment [5, 6]
Summary
The efficiency indicators of underground mining of deposits of complex structure depend on the targeted use of the properties of ore-bearing massifs and technogenic conditions [1, 2]. One of the main issues of exploitation of such deposits is the choice of parameters for the filling of voids formed by the extraction of raw materials, ensuring the safety of the earth’s surface in the area of development [3, 4]. They lie in heterogeneous rock masses of complex structure, the behavior of which has its own characteristics that determine the economic, environmental and social consequences of technogenic interference in the natural environment [5, 6]. This work is a continuation of research, the main scientific and practical results of which are most fully described in [11]
Sign-in/Register to view highlights & summary Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
