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Preliminary support design for underground mine adit, Artana mine, Kosovo

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In this paper, preliminary support design of the main underground opening (i.e., mine adit) located at the Artana lead-zinc mine, Kosovo, was examined by employing both conventional and numerical methods for safe underground excavation and design. In order to conduct field studies including discontinuity surveying and sampling for laboratory testing two empirical methods, namely rock mass rating (RMR) and geological strength index (GSI) were employed. For the purpose of determining necessary support units RMR system was utilized. However, these kind of systems can take into account for neither the depth of underground opening nor in situ field stresses. For this reason, empirical design methods (i.e., RMR system) failed to investigate the performance of rock support units; therefore, a 2D finite element analysis program was used to assess the performance of the proposed support systems. This indicated that RMR system might not be applicable for poor and very poor rock masses located in deep environment (i.e., 300 and 400 m). Moreover, this is linked to the fact that the RMR system does not consider in situ stress conditions. This study showed that when empirical methods are supported by numerical analysis, the preliminary support system design will be much more reliable.
Czasopismo
Rocznik
Tom
Strony
141--159
Opis fizyczny
Bibliogr. 26 poz., rys., tab.
Twórcy
  • Department of Mining Engineering, Faculty of Geosciences, Mitrovica Isa Boletini University, Mitrovica, 40000, Kosovo
autor
  • Department of Mining Engineering, Faculty of Geosciences, Mitrovica Isa Boletini University, Mitrovica, 40000, Kosovo
autor
  • Trepça Joint-Stock Company, Artana mine, Prishtinë, 10000, Kosovo
autor
  • Department of Geotechnology, Mining and Environment, Faculty of Natural Sciences and Engineering, University of Ljubljana, Ljubljana, 1000, Slovenia
  • Department of Mining Engineering, Faculty of Engineering, Zonguldak Bülent Ecevit University, Zonguldak, 67100, Turkey
autor
  • Department of Mining Engineering, Faculty of Engineering, Zonguldak Bülent Ecevit University, Zonguldak, 67100, Turkey
autor
  • Department of Mining Engineering, Faculty of Architecture and Engineering, Eskişehir Osmangazi University, Eskişehir, 26000, Turkey
  • Department of Mining Engineering, Faculty of Geosciences, Mitrovica Isa Boletini University, Mitrovica, 40000, Kosovo
  • Department of Mining Engineering, Faculty of Engineering, Zonguldak Bülent Ecevit University, Zonguldak, 67100, Turkey
Bibliografia
  • BAŞARIR H., 2006, Engineering geological studies and tunnel support design at Sulakyurt dam site, Turkey, Engineering Geology, Vol. 86, pp. 225–237.
  • BAŞARIR H., 2008, Analysis of rock-support interaction using numerical and multiple regression modeling, Canadian Geotechnical Journal, Vol. 45, pp. 1–13.
  • BIENIAWSKI Z.T., 1973, Engineering classification of jointed rock masses, Civ. Eng. South Africa, Vol. 15, pp. 33–343.
  • BIENIAWSKI Z.T., 1989, Engineering rock mass classifications: A complete manual for engineers and geologists in Mining, Civil, and Petroleum Engineering, John Willey & Sons, New York, USA.
  • CARTER P., SNEDDON M., 1997, Comparison of Schmidt hammer, point load and unconfined compression tests in carboniferous strata. In: Proceedings of Conference on Rock Engineering, Tyne, England, pp. 197–210.
  • FABICH S., BAUER J., RAJCZAKOWSKA M., ŚWITOŃ S.P., 2015, Design of the shaft lining and shaft stations for deep polymetallic ore deposits: Victoria Mine case study, Mining Science, Vol. 22, pp. 127–146.
  • GENIŞ M., BAŞARIR H., ÖZARSLAN A., BILIR E., BALABAN E., 2007, Engineering geological appraisal of the rock masses and preliminary support design, Dorukhan Tunnel, Zonguldak, Turkey, Engineering Geology, Vol. 92, pp. 14–26.
  • GENIŞ M., ÇOLAK B., 2015, Stability assessment of the Gökgöl karstic cave (Zonguldak, Turkey) by analytical and numerical methods, Rock Mechanics and Rock Engineering, Vol. 48, pp. 2383–2403.
  • HOEK E., BROWN E.T., 1980, Underground excavations in rock, Instn. Min. Metall., London.
  • HOEK E., KAISER P.K., BAWDEN W.F., 1995, Support of underground excavations in hard rock, Balkema, Rotterdam.
  • HOEK E., MARINOS P., 2000, Predicting squeeze, Tunnels and Tunneling International, pp. 45–51.
  • HOEK E., CARRANZA-TORRES C., CORKUM, B., 2002, Hoek-Brown failure criterion – 2002 edition. In: Proceedings Borth American Rock Mechanics Society, Toronto.
  • HOEK E., 2003, Numerical modeling for shallow tunnels in weak rocks, Unpublished notes, www.rocscience.com
  • HOEK E., DIEDERICHS M.S., 2006, Empirical estimation of rock mass modulus. International Journal of Rock Mechanics and Mining Sciences, Vol. 43, pp. 203–215.
  • HOEK E., CARRANZA-TORRES C., DIEDERICHS M., CORKUM B., 2008, Integration of geotechnical and structural design in tunneling: the 2008 Kersten lecture. 56th Annual Geotechnical Engineering Conference, University of Minnesota, February.
  • KHADKA S.S., MASKEY R.K., 2017, Stability analysis and design of rock support for tunnel and cavern of Kathmandu University Geo-lab, Journal of Science, Engineering and Technology, Kathmandu University, Vol. 13, No. 1, pp. 1–19.
  • LANGFORD CJ., VALACHOPOULOS N., DIEDERICHS M.S., 2016, Revisiting support optimization at the Driskos tunnel using a quantitative risk approach, Journal of Rock Mechanics and Geotechnical Engineering, Vol. 8, pp. 147–163.
  • ÖZSAN A., KARPUZ C., 2000, Preliminary support design for Ankara subway extension tunnel, Engineering Geology, Vol. 59, pp. 161–172.
  • OZDOGAN M.V., YENICE H., GÖNEN A., KARAKUS D., 2018, Optimal support spacing for steel sets: Omerler underground coal mine in Western Turkey, Int. J. Geomech. Vol. 18, No. 2, pp. 05017003-12.
  • POTVIN Y., HADJIGEORGLOU J., 2015, Empirical ground support design of mine drives, In: Proceedings of the Int. Seminar on Design Methods in Underground Mining, Australian Centre for Geomechanics, Perth, pp. 419–430.
  • RUSNAK J.A., MARK C., 1999, Using the point load test to determine the uniaxial compressive strength of coal measures rock. In: Proceedings of 19th International Conference on Ground Control in Mining, pp. 362–371.
  • ROCSCIENCE, 2012, Phase2, Toronto, Canada, http://www.rocscience.com/
  • SARI Y.D., GUNHAN PASAMEHMETOGLU A., CETINER E., DONMEZ S., 2008, Numerical analysis of a tunnel support design in conjuction with empirical methods, International Journal of Geomechanics, Vol. 8, pp. 74–81.
  • SHABANI M., FRANGU S., KARRIQI A., KUÇAJ S., SUKA Q., HALILI H., 2012, Airborne geophysical survey in the region of Artana. 11th International Multidisciplinary Scientific GeoConference and EXPO, Vol. 2, pp. 537–544.
  • VÁSÁRHELYI B., KOVÁCS D., 2017, Empirical methods of calculating the mechanical parameters of the rock mass, Periodica Polytechnica Civil Engineering, Vol. 61, No. 1, pp. 39–50.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-d48672b9-6453-4301-8ecc-f04a3f6f68ae
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