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DESIGNING AND MINING-CONSTRUCTIONS WORK
ArticleName Guidelines for selecting ground support system for the Talnakh operations based on the rock mass quality assessment
DOI 10.17580/gzh.2018.10.18
ArticleAuthor Eremenko V. A., Ainbinder I. I., Marysyuk V. P., Nagovitsyn Yu. N.
ArticleAuthorData

College of Mining, NUST MISIS, Moscow, Russia:

V. A. Eremenko, Director of Research Center for Applied Geomechanics and Converging Geotechnologies, Doctor of Engineering Sciences, Professor of the Russian Academy of Sciences, prof.eremenko@gmail.com

 

Institute of Comprehensive Exploitation of Mineral Resources, Russian Academy of Sciences, Moscow, Russia:
I. I. Ainbinder, Head of Department, Professor, Doctor of Engineering Sciences

 

Polar Division, Norilsk Nickel MMC, Norilsk, Russia:
V. P. Marysyuk, Director of Geodynamic Safety Center, Candidate of Engineering Sciences
Yu. N. Nagovitsyn, Chief Engineer of Geodynamic Safety Center

Abstract

The article presents studies aimed at development of new guidance for selecting ground support systems for permanent roadways, entries and stopes for the conditions of limit-stress or weak blocky rock mass of the Talnakh group of deposits. The ground support system is selected based on the rock mass quality assessment and Q Index which is accepted from the rock mass quality rating. Under conditions of difficult ground, high rock pressure, abundant water inflow and highly jointed rock mass, support systems at mine intersections should be adjusted and refined with regard to the geotechnical auditing of rocks and numerical modeling in Map3D using Rocscience programs Dips, RocData and Unwedge. The guidelines will cover ground support design for zones subjected to higher tectonic stresses, including weak blocky rocks, and it will also contain structural and technological requirements for the support systems with allowance for variability of geological and geotechnical conditions, which complicates prediction of rock mass behavior during heading and stoping. The ground support standards for horizontal excavations are aimed to improve stability of damaged hard rock mass through modern reinforcement techniques and using advanced methods to assess geomechanical and structural characteristics of rocks. The proposed approach to selecting ground support systems for permanent roadways, entries and stopes in limit-stress or weak blocky rock mass based on rock mass quality assessment is recommended for application in similar ground conditions, for example, in the Khabarovsk Territory, Buryatia, Gornaya Shoria, Khakassia, Kola Peninsula, Ural and other regions.
The authors appreciate participation of P. G. Patskevich, Candidate of Engineering Sciences, Senior Researcher at the Institute of Comprehensive Exploitation of Mineral Resources of RAS, and S. S. Neugomonov and P. V. Volkov, Candidates of Engineering Sciences of the Nosov Magnitogorsk State Technical University in these studies.

keywords Ground support system selection guidelines, ground support and reinforcement, rock bolt, mesh, Q Index, Barton’s system, rock mass quality assessment
References

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