The influence of rigidity of the collapsed roof rocks in the mined-out space on the state of the preparatory mine workings
V. Bondarenko1, H. Symanovych1, J. Kicki2, M. Barabash3, I. Salieiev4
1Dnipro University of Technology, Dnipro, Ukraine
2Mineral and Energy Economy Research Institute of the Polish Academy of Sciences, Krakow, Poland
3LLC “DTEK Energy”, Kyiv, Ukraine
4PJSC “Donetsksteel” – Iron and Steel Works”, Kyiv, Ukraine
Min. miner. depos. 2019, 13(2):27-33
https://doi.org/10.33271/mining13.02.027
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ABSTRACT
Purpose. The substantiation of accounting the deformation-strength characteristics of the collapsed rocks and the rocks consolidating near the reusable preparatory mine working of the mined-out space to optimize the loading parameters of its fastening and security systems. Improving the research adequacy and recommendations reliability.
Methods. By means of computational experiments based on the finite-element method, the influence has been studied of rigidity of the collapsed rocks and consolidating rocks in the mined-out space on the level of intensity of the load-bearing elements of the fastening and security systems of mine working. The analysis has been performed of the stress-strain state of the geomechanical system load-bearing elements, as well as comparative mine research.
Findings. The research results and analysis are represented of the stress-strain state of the fastening and security systems elements in the preparatory mine workings with different degree of rigidity of the collapsed and consolidated rocks of the mined-out space. The patterns of the rigidity influence of the collapsed roof rocks on the stable state of preparatory mine workings have been assessed.
Originality.A different-valued relation has been established between the deformation-strength characteristics of the collapsed rocks in the mined-out space and the elements of fastening and security systems of mine working, which should be considered when optimizing the modes of their operation. It has been revealed that the increased loading on the combined roof-bolting system elements protects the frame support from the increased rock pressure, which contributes to reducing the section losses of mine working.
Practical implications. The research performed is the basis for the parameters optimization when maintaining the preparatory mine workings for their repeated use and also for the rational parameters search of the combined roof-bolting system in order to develop a method for choosing its parameters depending on mining and geological conditions.
Keywords: collapsed rocks, preparatory mine working, stress-strain state, deformation-strength characteristics, support, roof rocks rigidity
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