PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Stress-state monitoring of coal pillars during room and pillar extraction

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Current mining activities of the OKD mines are primarily focused on coal seams within the Karvina Formation in the Karvina sub-basin. A considerable amount of coal reserves are situated in protection pillars that lie under built-up areas. The longwall mining method is not applicable in these areas because significant deformation of the surface is not permitted. For this reason OKD is considering using alternative methods of mining to minimise subsidence. The room and pillar method has been trialed with specific coal pillars in order to minimise strata convergence. The method was implemented in the shaft protective pillar at the CSM Mine and is the first application of the room and pillar mining method within the Upper Silesian Coal Basin. Mining depth reached up to 900 m and is perhaps the deepest room and pillar panel in the world. To determine pillar stability, vertical stress was measured in two adjacent coal pillars which are diamond in shape and located within a row of pillars forming the panel. Two pillars diamond in shape and slightly irregular sides were approximately 860 m2 and 1200 m2 in size and 3.5 m high To measure the increase in vertical stress due to mining, four stress cells were installed in each coal pillar. Four 5level multipoint rib extensometers measured displacements of all sides within each monitored pillar. The results of stress-state and pillar displacement monitoring allowed pillar loading and yielding characteristics to be described. This data and other analyses are essential to establishing procedures for a safe room and pillar method of mining within the Upper Silesian Coal Basin.
Rocznik
Strony
73--83
Opis fizyczny
Bibliogr. 12 poz.
Twórcy
autor
  • Department of Geomechanics and Mining Research, Institute of Geonics, Academy of Science of the Czech Republic, Studentska 1768, 708 00, Ostrava, Poruba, Czech Republic
autor
  • Department of Geomechanics and Mining Research, Institute of Geonics, Academy of Science of the Czech Republic, Studentska 1768, 708 00, Ostrava, Poruba, Czech Republic
autor
  • Department of Geomechanics and Mining Research, Institute of Geonics, Academy of Science of the Czech Republic, Studentska 1768, 708 00, Ostrava, Poruba, Czech Republic
autor
  • Department of Geomechanics and Mining Research, Institute of Geonics, Academy of Science of the Czech Republic, Studentska 1768, 708 00, Ostrava, Poruba, Czech Republic
autor
  • Faculty of Engineering and Information, University of Wollongong, Sciences, Wollongong, NSW 2522 Australia
Bibliografia
  • 1. Bieniawski, Z. T. (1984). Rock mechanics design in mining and tunneling (p. 272). A.A.Balkema.
  • 2. Chase, F. E., Mark, C., & Heasley, K. (2003). Deep cover pillar extraction in the US Coalfields. In 21st International conference in ground control in mining, Morgantown, WV (pp. 77-80).
  • 3. Grygar, R., &Waclawik, P. (2011). Structural-tectonic conditions of Karvina Subbasin with regard to its position in the apical zone of Variscan accretion wedge. Acta Montanistica Slovaca, 16(2), 159-175.
  • 4. Hustrulid, W. A. (1976). A Review of coal pillar strength formula. Rock Mechanics, 8, 115-145.
  • 5. Mark, C., & Chase, F. E. (1997). Analysis of retreat mining pillar stability (ARMPS). In Proceedings of new technology for ground control in retreat mining, NIOSH, IC 9446 (pp. 17-34).
  • 6. Nakamura, N. (1999). Rock stress measurement for limestone open pit mine. Proc. 5th Int. Symp. on Field Measurements. In Geomechanics. Singapore: Balkema, Rotterdam (The Netherlands).
  • 7. Obara, Y., & Sugawara, K. (2003). Updating the use of the CCBO cell in Japan: overcoring case studies. International Journal of Rock Mechanics and Mining Sciences, 40, 1189-1203.
  • 8. Salamon, M. D. G. (1970). Stability, Instability and design of pillar workings. International Journal of Rock Mechanics and Mining Sciences, 7(24), 613-631.
  • 9. Stas, L., Knejzlik, J., Palla, L., Soucek, K., &Waclawik, P. (2011). Measurement of stress changes using a compact conical-ended borehole monitoring. Geotechnical Testing Journal, 34(6), 685-693.
  • 10. Stas, L., Knejzlík, J., & Rambouský, Z. (2004). Development of conical probe for stress measurement by borehole overcoring method. Acta Geodynamica et Geomaterialia, 1(4), 93-98.
  • 11. Stas, L., Soucek, K., & Knejzlik, J. (2007). Conical borehole strain gauge probe applied to induced rock stress changes measurement. In 12th International Congress on Energy and Mineral Resources. Proceedings (pp. 507-516).
  • 12. Waclawik, P., Ptacek, J., & Grygar, R. (2013). Structural and stress analysis of mining practice in the Upper Silesian Coal Basin. Acta Geodynamica et Geomaterialia, 10(2), 255-265.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-dd34a325-3ff0-4f8e-b33f-b3904a048a32
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.