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Specific energy of hard coal under load

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article presents results of experimental tests of energy parameters of hard coals under loading, collected from research sites located within five main geologic structures of Upper Silesian Coal Basin (GZW) – Main Trough, Main Anticline, Bytom Trough, Rybnik Trough and Chwałowice Trough. Coals from12 mines were analysed, starting with seams of group 200, through groups 400, 500, 600 and, finally, seams of group 700. Coal of each of the groups of seams underwent uniaxial compression stress of the energy parameters, in a servo-controlled testing machine MTS-810NEW, for the full range of strain of the tested coal samples. Based on the tests the dependence of different types of specific energy of longitudinal strain of coals on the value of uniaxial compression strength was determined. The dependence of the value of dissipated energy and kinetic energy of coals on the uniaxial compression strength was described with a linear function, both for coals which due to their age belong to various bed sand for various lithotypes of coal. An increase in the value of dissipated energy and in kinetic energy was observed, which was correlated with an increase in uniaxial compression strength of coal. The share of dissipated energy is dominant in the total energy of strain. Share of recoverable energy in the total energy of strain is small, independent of the compression strength of coals and is at most a few per cent high. In coals of low strength and dominant share of dissipated energy, share of recoverable energy is the biggest among the tested coals. It was shown that following an increase in compression strength the share of recoverable energy decreases, while the share of dissipated energy in the total energy increases. Further studies of specific energy of longitudinal strain of rocks in the full-range strain will be the next step inperfecting methodology of research into natural rock burst susceptibility of Carboniferous rock mass and changes in the susceptibility resulting from mining activity.
Wydawca
Rocznik
Strony
9--16
Opis fizyczny
Bibliogr. 17 poz., tab., rys.
Twórcy
autor
  • Central Mining Institute, plac Gwarków 1, 40-166 Katowice
autor
  • Central Mining Institute, plac Gwarków 1, 40-166 Katowice
Bibliografia
  • [1] BIENIAWSKI Z.T., Time-dependent behaviour of fractured rock, Rock Mechanics, 1970, Vol. 2, 3, 123–137.
  • [2] BUKOWSKA M., Mechanical properties of carboniferous rocks in the Upper Silesian Coal Basin under uniaxial and triaxial compression tests, Journal of Mining Science, 2005, 41, No. 2, 129–133.
  • [3] BUKOWSKA M., Prognozowanie skłonności do tąpań górotworu metodą wskaźnikowej oceny geologiczno-geomechanicznej w warunkach Górnośląskiego Zagłębia Węglowego (Forecasting rock burst susceptibility of rock mass with index assessment method in Upper Silesian Coal Basin), Prace Naukowe GIG, 2005, nr 866.
  • [4] BUKOWSKA M., (red.), Kompleksowa metoda oceny skłonności do tąpań górotworu w Górnośląskim Zagłębiu Węglowym (Complex method of assessing rock burst susceptibility of rock mass in Upper Silesian Coal Basin), Wyd. GIG, Katowice 2009.
  • [5] BUKOWSKA M., Skłonność górotworu do tąpań – geologiczne i geomechaniczne metody badań (Rock burst susceptibility of rock mass – geological and geomechanical test methods), Główny Instytut Górnictwa, Katowice 2012.
  • [6] GUSTKIEWICZ J. et al., Wpływ wody na mechaniczne właściwości skał tąpiących (Influence of water on mechanical properties of bursting rocks), Sprawozdanie etapowe, Instytut Mechaniki Górotworu PAN, Kraków 1987.
  • [7] GUSTKIEWICZ J. et al., Właściwości fizyczne wybranych skał karbońskich Górnośląskiego Zagłębia Węglowego. Skały warstw siodłowych (Physical properties of selected carboniferous rocks of Upper Silesia Coal Basin. Anticline Beds rocks), IGSMiE PAN, Kraków 1999.
  • [8] FILCEK H., Rola pozniszczeniowej charakterystyki naprężeniowo- odkształceniowej skał w zagadnieniu tąpań (Role of post-failure recoverable energy characteristics of rocks in rock bursts), Górnictwo, 1986, Vol. 2, 177–184.
  • [9] HEASLEY K.A., An examination of energy calculations applied to coal bump prediction, Rock Mechanics as a Multidisciplinary Science, Balkema, Rotterdam, 1991, 481–490.
  • [10] HUDSON J.A., BROWN E.T., FAIRHURST C., Shape of the complete recoverable energy curve for rock, Proc. 13th Symp. Rock Mech., Illinois, 1971, 773–795.
  • [11] LABUZ J.F., BIOLZI L., Class I vs class II Stability: A demonstration of size effect, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., 1991, Vol. 28, No. 2/3, 199–205.
  • [12] KRZYSZTOŃ D., WOSZ R., CIEŚLIK J., KLISOWSKI R., Określenie skłonności skał do tąpań na podstawie badań próbek skalnych z kopalń Peru w sztywnej maszynie wytrzymałościowej, Górnictwo i Geoinżynieria, 2008, 32/4, 23–39.
  • [13] KWAŚNIEWSKI M., Zachowanie się rocks izo- i anizotropowych w warunkach trójosiowego ściskania (Behaviour of iso- and anisotropic rocks under triaxial compression), Wydawnictwo Politechniki Śląskiej, Gliwice 2002.
  • [14] MERWE J.N., A laboratory investigation into the effect of specimen size on the strength of coal samples from different areas, J. S. Afr. Inst. Mining Metal, 2003, Vol. 103, No. 5, 273–279.
  • [15] PENG S.S., Time-dependent aspects of rock behaviour as measured by servo controlled hydraulic testing machine, Int. J. Rock Mech. Min. Sci., 1973, 3.
  • [16] ULUSAY R., HUDSON J.A. (eds.), The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006, Commission on testing methods ISRM, 2007.
  • [17] XIE H.P., LI L., PENG R.D., JU Y., Energy analysis and criteria for structural failure of rocks, Journal of Rock Mechanics and Geotechnical Engineering, CSRME, Journal online, 2009.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0334343c-4cb0-4b2f-8948-a89c0910b98d
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