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Geomechanical conditions of causes of high-energy rock mass tremors determined based on the analysis of parameters of focal mechanisms

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Języki publikacji
EN
Abstrakty
EN
The aim of the research was to determine the cause of high-energy rock mass tremors (energy E ≥ 105 J) in the area of longwall H-2a located in seam 409/3 in Borynia-Zofiówka-Jastrzębie colliery, basing on the analysis of geological and mining conditions, seismic activity, focal mechanism and local stress field. The research employed the method of seismic moment tensor inversion which provides parameters of focal mechanism (percentage share of its components: isotropic, uniaxial compression or tension, shear component; trend and dip of nodal planes, directions of tension axes and compression stress). The parameters describe processes occurring in focuses of tremors and they are clearly linked with stress conditions in a given area. The conducted tests showed that the cause of occurrence of high-energy tremors and three rockbursts in lot H while mining seam 409/3 with longwall H-2a, was dynamic destruction of roof rocks which could displace towards the cavity created after mining the seam. An additional factor significantly magnifying the process was the share of stresses, which originate from the faults in the area, existing in the rock mass. Results of the research provided additional information to determine the degree of rockburst hazard in the area. Because of very dangerous work conditions (stress parameters reflect the rock mass of high shear strength, where dynamic influence of tremors is stronger) mining activity in longwall H-2a was terminated a few dozen metres earlier than it had been originally planned.
Rocznik
Strony
55--65
Opis fizyczny
Bibliogr. 15 poz.
Twórcy
autor
  • Department of Geology and Geophysics, Central Mining Institute, Katowice, Poland
Bibliografia
  • 1.Bukowska, M. (2013). Post-peak failure modulus in problems of mining geo-mechanics. Journal of Mining Science, 49(5),731e740. http://dx.doi.org/10.1134/S1062739149050067.
  • 2.Dokumentacja GIG nr 581 4793 3e141. (2013). Prognoza zagrożenia sejsmicznego dla ściany H-2a w pokładzie 409/3 na dalszym jej wybiegu, po wystąpieniu wstrząsu o energii E ¼ 4,6E6J w dniu 6.11.2013 r., który spowodował odprężenie w rejonie chodnika nad ścianowego H-2, (niepublikowane) [GIG Documentation no. 581 4793 3-141(2013) [Forecasting seismic hazard for further advance of longwall H-2a of seam 409/3 after a tremor of energy of E¼4,6E6J of 6 November 2013, which caused destressing in the area of tailgate H-2, (unpublished)]].
  • 3.Drzewiecki, J., & Kabiesz, J. (2008). Dynamic events in roof strata e occurrence and prevention. Coal Science & Technology Magazine, 55e57, 235, Huaihai Road (W) Xuzhou, Jiangsu, China, 221006.
  • 4.Drzewiecki, J., & Makówka, J. (2013). A model of rock mass fracturing ahead of the longwall face as a consequence of intensity of exploitation. Acta Geodynamica et Geomaterialia, 10(2), 137e145. http://dx.doi.org/10.13168/AGG.2013.0013.
  • 5.Dubiński, J. (2013). The mechanism and consequences of strong mining tremors that occur in Polish hard coal and cooper mines. In Proc. of EUROCK 2013-the 2013 ISRM International Symposium, Wrocław (pp. 31e38). London, New York: Taylor& Francis Group, ISBN 978-1-138-00080-3.
  • 6.Dubiński, J., & Dworak, J. (1989). Recognition of the zones of seismic hazard in Polish coal mines by using a seismic method. Pure and Applied Geophysic (PAGEOPH)., 129(3), 171e178.
  • 7.FOCI software. Project Monitor. From htpp://www.induced.pl. Gibowicz, S. J., & Kijko, A. (1994). Introduction to mining seismology (p. 396). San Diego: Academic Pres.
  • 8.Lurka, A. (1996). A certain new method for seismic network optimisation and its consequences. Acta Montana A, 10(102), 171e178.
  • 9.Lurka, A., & Logiewa, H. (2007). Sejsmologiczny System Obserwacji SOS jako narzędzie do obserwacji i interpretacji danych sejsmicznych w górnictwie zagrożonym ta˛ paniami [SOS Seismological Observation System as a tool for observation and interpretation of seismic data in rockburst hazard mining] (pp. 283e296). Prace Naukowe Głównego Instytutu Górnictwa III/2007.
  • 10.Michael, A. J. (1987). Use of focal mechanisms to determine stress: a control study. Journal of Geophysical Research: Solid Earth, 92, 357e368.
  • 11,MyFault software. Project Monitor. Retrieved 2007 from htpp://www.pangaeasci.com.
  • 12.Reches, Z. (1987). Determination of the tectonic stress tensor from slip along faults that obey the Coulomb yield condition. Tectonics, 6(6), 849e861.
  • 13.Stec, K. (2012). Focal mechanisms of mine-induced seismic events an explanation of geomechanical processes in the area of longwall 6, seam 510 in hard coal mine Bobrek-Centrum. Archives of Mining Sciences, 57(4), 871e886. http://dx.doi.org/10.2478/v10267-012-0057-7.
  • 14.Stec, K., & Drzewiecki, J. (2012). Mine tremor focal mechanism: an essential element for recognizing the process of mine working destruction. Acta Geophysica, 60(2), 449e471. http://dx.doi.org/10.2478/s11600-011-0036-y.
  • 15.Wiejacz, P. (1991). Investigation of focal mechanisms of mine tremors by the moment tensor inversion. Ph.D. Thesis. Warsaw: Inst. Geophys. Pol. Acad. Sc (in Polish). (unpublished).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-797a6f24-4787-4a0a-92f9-97d5befc2b7b
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