Skip to main content
Erschienen in: Rock Mechanics and Rock Engineering 4/2013

01.07.2013 | Original Paper

Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting

verfasst von: Jianhua Yang, Wenbo Lu, Ming Chen, Peng Yan, Chuangbing Zhou

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 4/2013

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

During deep rock mass excavation with the method of drill and blast, accompanying the secession of rock fragments and the formation of a new free surface, in situ stress on this boundary is suddenly released within several milliseconds, which is termed the transient release of in situ stress. In this process, enormous strain energy around the excavation face is instantly released in the form of kinetic energy and it inevitably induces microseismic events in surrounding rock masses. Thus, blasting excavation-induced microseismic vibrations in high-stress rock masses are attributed to the combined action of explosion and the transient release of in situ stress. The intensity of stress release-induced microseisms, which depends mainly on the magnitude of the in situ stress and the dimension of the excavation face, is comparable to that of explosion-induced vibrations. With the methods of time–energy density analysis, amplitude spectrum analysis, and finite impulse response (FIR) digital filter, microseismic vibrations induced by the transient release of in situ stress were identified and separated from recorded microseismic signals during a blast of deep rock masses in the Pubugou Hydropower Station. The results show that the low-frequency component in the microseismic records results mainly from the transient release of in situ stress, while the high-frequency component originates primarily from explosion. In addition, a numerical simulation was conducted to demonstrate the occurrence of microseismic events by the transient release of in situ stress, and the results seem to have confirmed fairly well the separated vibrations from microseismic records.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Abuov MG, Aitaliev SM, Ermekov TM, Zhanbyrbaev NB, Kayupov MA (1988) Studies of the effect of dynamic processes during explosive break-out upon the roof of mining excavations. J Min Sci 24(6):581–590. doi:10.1007/BF02498618 Abuov MG, Aitaliev SM, Ermekov TM, Zhanbyrbaev NB, Kayupov MA (1988) Studies of the effect of dynamic processes during explosive break-out upon the roof of mining excavations. J Min Sci 24(6):581–590. doi:10.​1007/​BF02498618
Zurück zum Zitat Amiri GG, Asadi A (2009) Comparison of different methods of wavelet and wavelet packet transform in processing ground motion records. Int J Civ Eng 7(4):248–257 Amiri GG, Asadi A (2009) Comparison of different methods of wavelet and wavelet packet transform in processing ground motion records. Int J Civ Eng 7(4):248–257
Zurück zum Zitat Carter JP, Booker JR (1990) Sudden excavation of a long circular tunnel in elastic ground. Int J Rock Mech Min Sci Geomech Abstr 27(2):129–132CrossRef Carter JP, Booker JR (1990) Sudden excavation of a long circular tunnel in elastic ground. Int J Rock Mech Min Sci Geomech Abstr 27(2):129–132CrossRef
Zurück zum Zitat Henrych J (1979) The dynamics of explosion and its use. Elsevier Scientific Publishing Company, New York Henrych J (1979) The dynamics of explosion and its use. Elsevier Scientific Publishing Company, New York
Zurück zum Zitat Kaiser PK, Tang CA (1998) Numerical simulation of damage accumulation and seismic energy release during brittle rock failure—part II: rib pillar collapse. Int J Rock Mech Min Sci 35(2):123–134. doi:10.1016/S0148-9062(97)00010-7 CrossRef Kaiser PK, Tang CA (1998) Numerical simulation of damage accumulation and seismic energy release during brittle rock failure—part II: rib pillar collapse. Int J Rock Mech Min Sci 35(2):123–134. doi:10.​1016/​S0148-9062(97)00010-7 CrossRef
Zurück zum Zitat Kharin DA, Kuz′mina NV, Danilova TL (1966) Characteristics of the seismic effect of underground explosions. Fiz Goreniya Vzryva 2(4):69–77. doi:10.1007/BF01261520 Kharin DA, Kuz′mina NV, Danilova TL (1966) Characteristics of the seismic effect of underground explosions. Fiz Goreniya Vzryva 2(4):69–77. doi:10.​1007/​BF01261520
Zurück zum Zitat Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil Mech Found Div 99(5):421–427 Kuhlemeyer RL, Lysmer J (1973) Finite element method accuracy for wave propagation problems. J Soil Mech Found Div 99(5):421–427
Zurück zum Zitat Ling TH, Li XB (2004) Time–energy analysis based on wavelet transform for identifying real delay time in millisecond blasting. Chin J Rock Mech Eng 23(13):2266–2270 (in Chinese) Ling TH, Li XB (2004) Time–energy analysis based on wavelet transform for identifying real delay time in millisecond blasting. Chin J Rock Mech Eng 23(13):2266–2270 (in Chinese)
Zurück zum Zitat Lu WB, Hustrulid W (2003) The Lu–Hustrulid approach for calculating the peak particle velocity caused by blasting. In: Proceedings of the EFEE 2nd world conference on explosives and blasting technique, Prague, Czech Republic, September 2003, pp 486–488 Lu WB, Hustrulid W (2003) The Lu–Hustrulid approach for calculating the peak particle velocity caused by blasting. In: Proceedings of the EFEE 2nd world conference on explosives and blasting technique, Prague, Czech Republic, September 2003, pp 486–488
Zurück zum Zitat Lu WB, Li P, Chen M, Zhou CB, Shu DQ (2011a) Comparison of vibrations induced by excavation of deep-buried cavern and open pit with method of bench blasting. J Central South Univ Technol 18(5):1709–1718. doi:10.1007/s11771-011-0892-2 CrossRef Lu WB, Li P, Chen M, Zhou CB, Shu DQ (2011a) Comparison of vibrations induced by excavation of deep-buried cavern and open pit with method of bench blasting. J Central South Univ Technol 18(5):1709–1718. doi:10.​1007/​s11771-011-0892-2 CrossRef
Zurück zum Zitat Negmatullaev SKh, Todorovska MI, Trifunac MD (1999) Simulation of strong earthquake motion by explosions—experiments at the Lyaur testing range in Tajikistan. Soil Dynam Earthquake Eng 18(3):189–207. doi:10.1016/S0267-7261(98)00044-X CrossRef Negmatullaev SKh, Todorovska MI, Trifunac MD (1999) Simulation of strong earthquake motion by explosions—experiments at the Lyaur testing range in Tajikistan. Soil Dynam Earthquake Eng 18(3):189–207. doi:10.​1016/​S0267-7261(98)00044-X CrossRef
Zurück zum Zitat Preece DS, Burchell SL, Scovira DS (1993) Coupled explosive gas flow and rock motion modeling with comparison to bench blast field data. In: Proceedings of the 4th international symposium on rock fragmentation by blasting, Vienna, Austria, July 1993 Preece DS, Burchell SL, Scovira DS (1993) Coupled explosive gas flow and rock motion modeling with comparison to bench blast field data. In: Proceedings of the 4th international symposium on rock fragmentation by blasting, Vienna, Austria, July 1993
Zurück zum Zitat Solecki R, Conant RJ (2003) Advanced mechanics of materials. Oxford University Press, London Solecki R, Conant RJ (2003) Advanced mechanics of materials. Oxford University Press, London
Zurück zum Zitat Zhang ZC, Xiao ZX, Hu J, Li CX, Zhang YJ (2005) Experimental study on the wave transmission effect of the initial stress field as transmitting of quake wave from rock blasting. Ind Min Process 34(7):21–24 (in Chinese) Zhang ZC, Xiao ZX, Hu J, Li CX, Zhang YJ (2005) Experimental study on the wave transmission effect of the initial stress field as transmitting of quake wave from rock blasting. Ind Min Process 34(7):21–24 (in Chinese)
Zurück zum Zitat Zhao YS, Feng ZC, Wan Z (2003) Least energy principle of dynamical failure of rock mass. Chin J Rock Mech Eng 22(11):1781–1783 (in Chinese) Zhao YS, Feng ZC, Wan Z (2003) Least energy principle of dynamical failure of rock mass. Chin J Rock Mech Eng 22(11):1781–1783 (in Chinese)
Metadaten
Titel
Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting
verfasst von
Jianhua Yang
Wenbo Lu
Ming Chen
Peng Yan
Chuangbing Zhou
Publikationsdatum
01.07.2013
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 4/2013
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-012-0308-0

Weitere Artikel der Ausgabe 4/2013

Rock Mechanics and Rock Engineering 4/2013 Zur Ausgabe