PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Stress-strain characteristics as a source of information on the destruction of rocks under the influence of load

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper presents the problems associated with the complete stress-strain characteristics of the destruction of rocks under load, in the full range of their strain. The most important factors influencing the course of a stress-strain curve are discussed, i.e.: the shape and size of samples and the conditions experienced when conducting the experiment in a testing machine. Presented mechanical and energy parameters were obtained in laboratory tests carried out by loading rock samples in a servo controlled testing machine as well as some indices devised on the basis of these parameters. The interpretation of complete stress-strain characteristics allow solve various issues connected with underground mining, especially assessing natural hazards which are common in underground mining for minerals, as well as designing and managing mining works within underground workings.
Słowa kluczowe
Rocznik
Strony
46--54
Opis fizyczny
Bibliogr. 37 poz.
Twórcy
autor
  • Department of Rockburst and Rock Mechanics, Central Mining Institute, Katowice, Poland
autor
  • Department of Rockburst and Rock Mechanics, Central Mining Institute, Katowice, Poland
Bibliografia
  • 1.Bezat, F. A. (1987). Recent developments in the application of closed loop servohydraulic control technology to post failure testing of uniaxially loaded cylindrical rock specimens. Zeszyty Naukowe AGH, seria Górnictwo, 129, 31e36.
  • 2.Bieniawski, Z. T. (1970). Time-dependent behaviour of fractured rock. Rock Mechanics, 2(3), 123e137.
  • 3.Blanton, T. L. (1981). Effect of strain rates from 10 2 to 10 sec 1 in triaxial compression tests on three rocks. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 18(1), 47e62.
  • 4.Bukowska, M. (2005a). Mechanical properties of carboniferous rocks in the Upper Silesian Coal Basin under uniaxial and triaxial compression tests. Journal of Mining Science, 41(2), 129e133.
  • 5.Bukowska, M. (2005b). Forecasting rockmass susceptibility to rockbursts with geologicalegeomechanical index method in Upper Silesian Coal Basin. Prace Naukowe GIG, No. 866.
  • 6.Bukowska, M. (2012). The rockbursts in the Upper Silesian Coal Basin in Poland. Journal of Mining Science, 48(3), 445e456.
  • 7.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.
  • 8.Bukowska, M. (2015). Post-critical mechanical properties of sedimentary rocks in the Upper Silesian Coal Basin (Poland). Archives of Mining Sciences, 60(2), 517e534.
  • 9.Bukowski, P. (2009). Determining of water hazard zones for mining exploitation planned in the vicinity of reservoirs in abandoned mines. Mineral Resources Management, 25(3), 203e215.
  • 10.Bukowski, P. (2010). Determining of safety pillars in the vicinity of water reservoirs in mine workings within abandoned mines in the Upper Silesian Coal Basin (USCB). Journal of Mining Science, 46(3), 298e310.
  • 11.Bukowski, P. (2011). Water hazard assessment in active shafts in Upper Silesian Coal Basin Mines. Mine Water and The Environment, 30(4), 302e311.
  • 12.Bukowski, P., & Bukowska, M. (2008). Changes in geomechanical properties of carboniferous rocks under the influence of water and their possible consequences in the areas of abandoned mines of the Upper Silesian Coal Basin (Poland). Mine water and environment. In 10th International Mine Waters Association Congress (pp. 123e126). Karlove Vary: VSB e Technical University of Ostrava, Faculty of Mining and Geology.
  • 13.Chong, K. P., Turner, J. P., & Boresi, A. P. (1989). Strain rate effects on the mechanical properties of western and eastern oil shales (pp. 611e623). Balkema.
  • 14.Cook, N. G. (1965). The failure of rock. International Journal of Rock Mechanics and Mining Sciences, 2, 389e403.
  • 15.Heasley, K. A. (1991). An examination of energy calculations applied to coal bump prediction. Rock Mechanics as a Multidisciplinary Science (pp. 481e490). Rotterdam: Balkema.
  • 16.Hoek, E. (1994). Strength of rock and rock masses. ISRM News Journal, 2(2), 4e16.
  • 17.Hudson, J. A., Brown, E. T., & Fairhurst, C. (1971). Shape of the complete stress-strain curve for rock. In Proc. 13th Symp. Rock Mech., Illinois (pp. 773e795).
  • 18.Kidybiński, A., & Smołka, J. (1988). Wpływ wytrzymałości i dynamiki rozpadu skał na skłonność górotworu do tąpań. [Influence of strength and rock degradation dynamics on rockmass susceptibility to rockbursts]. In Zeszyty Naukowe Politechniki Śląskiej, No. 960, seria Górnictwo, z. 172 (pp. 341e350).
  • 19.Krzysztoń, D. (1990). Influence of strain rate on strength parameters of dry rocks and rocks saturated with water. Rockmass as a multiphase medium. Wydawnictwo AGH, I, 137e156.
  • 20.Kwaśniewski, M. (2002). Behaviour of iso- and anisotropic rocks under triaxial compression conditions. Zeszyty Naukowe Politechniki Śląskiej Górnictwo. No. 247.
  • 21.Kwaśniewski, M. (2007). Mechanical behaviour of rocks under true triaxial compression conditions e volumetric strain and dilatancy. Archiwum Górnictwa, Kraków, 52(No. 3), 409e435.
  • 22.Labuz, J. F., & Biolzi, L. (1991). Class I vs class II Stability: a demonstration of size effect. International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 28(2/3), 199e205.
  • 23.Lajtai, E. Z., Duncan, E. J. S., & Carter, B. J. (1991). The effect of strain rate on rock strength. Rock Mechanics and Rock Engineering, 24(2), 99e109.
  • 24.Lis, J., & Kijewski, P. (1987). Influence of strain rate of rock models on their behaviour in pre- and post-failure state. In Zeszyty Naukowe AGH, 1117, seria: Górnictwo, z. 129 (pp. 191e197).
  • 25.Merwe, J. N. (2003). A laboratory investigation into the effect of specimen size on the strength of coal samples from different areas. Journal of the South African Institute of Mining and Metallurgy, 103(5), 273e279.
  • 26.Okubo, S., & Nishimatsu, Y. (1990). A study on the class behavior of rock. Rock Mechanics, 4, 261e273.
  • 27.Olsson, W. A. (1991). The compressive strength of tuff as a function of strain rate from 10-6 to 103/sec. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 28(1), 115e118.
  • 28.Paterson, M. S. (1978). Experimental rock deformation e The brittle field. Berlin: Springer Verlag.
  • 29.Pells, P. J. N. (1993). Uniaxial strength testing. Comprehensive rock engineering. In Rock testing and site characterization (vol. 3, pp. 67e85). Oxford: Pergamon Press.
  • 30.Peng, S. S. (1973). Time-dependent aspects of rock behaviour as measured by servocontrolled hydraulic testing machine. International Journal of Rock Mechanics and Mining Sciences. No. 3.
  • 31.Petukhov, I. M., & Linkov, A. M. (1979). The theory of post-failure deformations and the problem of stability in rock mechanics. International Journal of Rock Mechanics and Mining Sciences &Geomechanics Abstracts, 16, 57e76.
  • 32.Pinińska, J. (1994). Procesy deformacji pękania cylindrycznych próbek skalnych - analiza porównawcza różnych litologicznie typów skał osadowych. [Processes of deformation cracking rock samples e Comparative analysis of sedimentary rocks of different lithography types]. In Prace Naukowe Instytutu Geotechniki i Hydrotechniki Politechniki Wrocławskie, j z. 65.
  • 33.Prusek, S. (2010). Empirical-statistical model of gate roads deformation. Archiwum G ornictwa, 295e312. No. 2.
  • 34.Prusek, S., Bukowski, P., & Całus-Moszko, J. (2015). Laboratory tests of filtration coefficient of selected materials used in liquidating shafts in collieries. Journal of Mining Science, 50(2), 265e276.
  • 35.Szecówka, Z. (1972). Zmiana niektórych własności mechanicznych węgla wskutek nawodnienia w aspekcie zwalczania tąpań pokładowych. [Changes in certain mechanical properties of coal caused by water in the context of preventing rockbursts]. Komunikat GIG. No. 568.
  • 36.Ulusay, R., & Hudson, J. A. (Eds.). (2007). The complete ISRM suggested methods for rock characterization, testing and monitoring:1974e2006 (Commission on testing methods ISRM).
  • 37.Wawersik, W. R., & Fairhurst, C. (1970). A study of brittle rock fracture in laboratory compression experiments. International Journal of Rock Mechanics and Mining Sciences, 7(6), 561e575
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6997d135-85cc-44f7-8d76-c71e8d9964a1
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.