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Automatic Monitoring System Designed for Controlling the Stability of Underground Excavation

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Ensuring the stability of mining excavations is a crucial aspect of underground mining. For this purpose, appropriate shapes, dimensions, and support of workings are designed for the given mining and geological conditions. However, for the proper assessment of the adequacy of the used technical solutions, and the calibration of the models used in the support design, it is necessary to monitor the behavior of the excavation. It should apply to the rock mass and the support. The paper presents the automatic system designed for underground workings monitoring, and the example of its use in the heading. Electronic devices that measure the rock mass movements in the roof, the load on the standing support, and on bolts, the stress in the rock mass, are connected to the datalogger and can collect data for a long of time without any maintenance, also in hard-to-reach places. This feature enables the system to be widely used, in particular, in excavations in the vicinity of exploitation, goafs, or in the area of a liquidated exploitation field.
Rocznik
Tom
Strony
15--29
Opis fizyczny
Bibliogr. 28 poz., rys., wykr., zdj.
Twórcy
  • AGH University of Science and Technology, Kraków, Poland
  • AGH University of Science and Technology, Kraków, Poland
  • AGH University of Science and Technology, Kraków, Poland
Bibliografia
  • 1. Shen, B., Poulsen, B., Kelly, M., Nemcik, J., Hanson, C., 2003. Roadway span stability in thick seam mining – field monitoring and numerical investigation at Moranbah North mine. In: Materials of the 2003 Coal Operators’ Conference, Carlton, Victoria, Australia: University of Wollongong, The AusIMM Illawarra Branch, 173-184.
  • 2. Singh, R., Singh, A.K., Mandal, P.K., Singh, M.K., Sinha, A., 2004. Instrumentation and monitoring of strata movement during underground mining of coal. Minetech, 25(5), pp. 12-26.
  • 3. Majcherczyk, T., Niedbalski, Z., Małkowski, P., Bednarek, Ł., 2014. Analysis of yielding steel arch support with rock bolts in mine roadways stability aspect. Archives of Mining Sciences, 59(3), 641–654, DOI: 10.2478/amsc-2014-0045.
  • 4. Majcherczyk, T., Małkowski, P., Niedbalski, Z., 2008. Rock mass movements around development workings in various density of standing-and-roof-bolting support. Journal of Coal Science and Engineering, 14(3), 356–360, DOI: 10.1007/s12404-008-0078-1.
  • 5. Niedbalski, Z., Małkowski, P., Majcherczyk, T., 2013. Monitoring of stand-and-roof-bolting support: Design optimization. Acta Geodynamica et Geomaterialia, 10(2), 215–226, DOI: 10.13168/AGG.2013.0022.
  • 6. Xie, Z., Zhang, N., Qian, D., Han, C., An, Y., Wang, Y., 2018. Rapid excavation and stability control of deep roadways for an underground coal mine with high production in Inner Mongolia. Sustainability, 10(4), no 1160, DOI: 10.3390/su10041160.
  • 7. Małkowski, P., Niedbalski, Z., Majcherczyk, T., Bednarek, Ł., 2020. Underground monitoring as the best way of roadways support design validation in a long time period. Mining of Mineral Deposits, 14(3), 1–14, DOI: 10.33271/mining14.03.001.
  • 8. Małkowski, P., Ostrowski, Ł., Bednarek, Ł., 2020. The Effect of Selected Factors on Floor Upheaval in Roadways - In Situ Testing. Energies, 13, 5686; DOI: 10.3390/en13215686.
  • 9. Shen, B., 2014. Coal mine roadway stability in soft rock: A case study. Rock Mechanics and Rock Engineering, 47(6), 2225-2238, DOI: 10.1007/s00603-013-0528-y.
  • 10. Skipochka, S., Krukovskyi, O., Serhiienko, S., & Krasovskyi, I., 2019. Non-destructive testing of rock bolt fastening as an element of monitoring the state of mine workings. Mining of Mineral Deposits, 13(1), 16-23, DOI: 10.33271/mining13.01.016.
  • 11. Matayev, A.K., Lozynskyi, V.H., Musin, A., Abdrashev, R.M., Kuantay, A.S., & Kuandykova, A.N., 2021. Substantiating the optimal type of mine working fastening based on mathematical modeling of the stress condition of underground structures. Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, 3, 57-63, DOI: 10.33271/nvngu/2021-3/057.
  • 12. Bigby, D., Mac, A.K., Hurt, K., 2010. Innovations in mine roadway stability monitoring using dual height and remote reading electronic telltales. In: Materials of the 10th Underground Coal Operators’ Conference, Carlton, Victoria 2010, Australia: University of Wollongong & the Australasian Institute of Mining and Metallurgy, 145-160.
  • 13. Jena, S.K., Ritesh, D.L., Manoj, P., Kuldip, P., 2016. Analysis of strata control monitoring in underground coal mine for apprehension of strata movement. Proceedings of the Conference on Recent Advances in Rock Engineering (RARE 2016), 505-511, DOI: 10.2991/rare-16.2016.81.
  • 14. Lubosik, Z., Prusek, S., Wrana, A., Walentek, A., 2015. Underground measurement of gateroad stability at the depth around 1000 m. In: Proceedings of 34th International Conference on Ground Control in Mining, Morgantown, 1-9.
  • 15. Walentek, A., 2019. Analysis of the applicability of the convergence control method for gateroad design based on conducted underground investigations. Archives of Mining Sciences, 64 (4), 765-783, DOI: 10.24425/ams.2019.131065.
  • 16. Kukutsch, R., Kajzar, V., Konicek, P., Waclawik, P., Ptacek, J., 2015. Possibility of convergence measurement of gates in coal mining using terrestrial 3D laser scanner. Journal of Sustainable Mining, 4(1), 30–37, DOI: 10.1016/j.jsm.2015.08.005.
  • 17. Majcherczyk, T., Niedbalski, Z., Ulaszek, A., 2015. Roadway stability evaluation on the basis of modern monitoring of displacement. Studia Geotechnica et Mechanica, 37(1), DOI: 10.1515/sgem2015-0006.
  • 18. Waclawik, P., Kukutsch, R., Konicek, P., Ptacek, J., Kajzar, V., Nemcik, J., Stas, L., Soucek, K., Vavro, M., 2017. Stress State Monitoring in the Surroundings of the Roadway Ahead of Longwall Mining. Procedia Engineering, 191, 560-567, DOI: 10.1016/j.proeng.2017.05.218.
  • 19. Lubosik, Z., Waclawik, P., Horak, P., Wrana, A., 2017. The Influence of In-Situ Rock Mass Stress Conditions on Deformation and Load of Gateroad Supports in Hard Coal Mine. Procedia Engineering, 191, 975-983, DOI: 10.1016/j.proeng.2017.05.269.
  • 20. Majcherczyk, T., Gaiko, G., Małkowski, P., 2002. Deformation process around a heading investigation when front of longwall face advancing. Ugol, 11, 27–29.
  • 21. Prusek, S., 2015. Changes in cross-sectional area of gateroads in longwalls with roof caving, ventilated with “U” and “Y” systems. Archives Of Mining Sciences, 60(2), 549-564, DOI: 10.1515/amsc-2015-0036.
  • 22. Majcherczyk, T., Małkowski, P., Niedbalski, Z., 2005. Describing quality of rocks around underground headings: Endoscopic observations of fractures. Eurock 2005 – Impact of Human Activity on the Geological Environment, 355-360.
  • 23. Małkowski, P., Niedbalski, Z., Majcherczyk, T., 2008. Endoscopic method of rock mass quality evaluation – new experiences. 42nd U.S. Rock Mechanics - 2nd U.S.-Canada Rock Mechanics Symposium, San Francisco 2008, American Rock Mechanics Association, ARMA 08-237.
  • 24. Małkowski, P., Ostrowski, Ł., 2019. Convergence monitoring as a basis for numerical analysis of changes of rock-mass quality and Hoek-Brown failure criterion parameters due to longwall excavation. Archives of Mining Sciences, 64(1), 93–118, DOI: 10.24425/ams.2019.126274.
  • 25. Majcherczyk, T., Niedbalski, Z., Małkowski, P., 2007. Measurements of roof support load in headings: In: Technical, technological and Economic Aspects of Thin-Seams Coal Mining (E.J. Sobczyk, J. Kicki eds.), International Mining Forum 2007, 37-46.
  • 26. Małkowski, P., 2017. Zarządzanie monitoringiem zagrożeń w górnictwie (Management of mining hazard monitoring). Journal of the Polish Mineral Engineering Society, 215-223, DOI: 10.29227/IM-2017-02-24 (in Polish).
  • 27. www.aceco.kr (access: 2021-05-17)
  • 28. www.geokon.com (access: 2021-04-26)
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-60a7c248-40b6-4be1-906a-1ec2ea799f32
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