Abstract
Avoiding resonance effect of roadway is very important to prevent the rockburst hazard triggered by shock wave interference in coal mines. Propagation and attenuation characteristics of shock waves in coal-rock medium at the working face at Zhuji Coal Mine were investigated by using dynamic analysis in a three-dimensional finite difference code, FLAC3D. We revealed the attenuation properties and resonant effect of shock waves at different frequencies. It was found from the numerical analysis that the intensity of shock wave attenuates exponentially with the increasing propagation distance, while the horizontal attenuation coefficients of stress are very small. The vertical attenuation coefficient of shock waves is much larger than the horizontal attenuation coefficient. Due to existing roadway, the attenuation coefficient of amplitude in x-direction is larger compared with that in y-direction, while the attenuation coefficients of vibration velocity in x-direction and y-direction are almost equal to each other. Along with the propagation of shock waves, the high-frequency components gradually attenuate, and the frequency moves to low-frequency band. When resonance occurs in 35 Hz, the intensity values of shock waves reach the maximum value. Therefore, the resonance phenomenon can stimulate the maximum vibration response of underground structures. The low plastic deformation around the roadway indicates that the surrounding rock mass may induce rockburst more easily.
Similar content being viewed by others
References
Acosta-Colon A, Pyrak-Nolte LJ, Nolte DD (2009) Laboratory-scale study of field of view and the seismic interpretation of fracture specific stiffness. Geophys Prospect 57:209–224
Babanouri N, Mansouri H, Nasab SK, Bahaadini M (2013) A coupled method to study blast wave propagation in fractured rock masses and estimate unknown properties. Comput Geotech 49:134–142
Berta G (1994) Blasting-induced vibration in tunnelling. Tunn Undergr Space Technol 9:175–187
Blair DP (2010) Seismic radiation from an explosive column. Geophysics 75:E55–E65
Chafi MS, Karami G, Ziejewski M (2009) Numerical analysis of blast-induced wave propagation using FSI and ALE multi-material formulations. Int J Impact Eng 36:1269–1275
Davis CA, Pyrak-Nolte LJ, Atekwana EA (2010) Acoustic and electrical property changes due to microbial growth and biofilm formation in porous media. J Geophys Res 115:1–14. https://doi.org/10.1029/2009JG001143.
Dou LM, He XQ (2001) Theory and technique on rockburst prevention. China University of Mining & Technology Press, Xuzhou
Dou LM, Zhao CG (2006) Mining-induced rockburst disaster prevention. China University of Mining & Technology Press, Xuzhou
Driad-Lebeau L, Lahaie F, Heib MA, Josien JP, Bigarre P, Noirel JF (2005) Seismic and geotechnical investigations following a rockburst in a complex French mining district. Int J Coal Geol 64:66–78
Gao YX, He DD, Glick DC (2001) Coal and gas outbursts in footwalls of reverse faults. Int J Coal Geol 48:47–63
Gao MS, Dou LM, Zhang N (2007) Experimental study on earthquake tremor for transmitting law of Rockburst in geomaterials. Chin J Rock Mech Eng 26:1365–1371
Golchin A, Lashkari A (2014) A critical state sand model with elastic–plastic coupling. Int J Solids Struct 51:2807–2825
Grady DE (1979) The micromechanics of impact fracture of rock. Int J Rock Mech Min Sci Geomech Abstr 16:293–302
Hakan AK, Melih I, Mahmut Y (2009) Evaluation of ground vibration effect of blasting operations in a magnesite mine. Soil Dyn Earthq Eng 29:669–676
Holub K, Petroš V (2008) Some parameters of rockbursts derived from underground seismological measurements. Tectonophysics 456:67–73
Itasca Consulting Group Inc (2012) FLAC3D fast Lagrangian analysis of continua in 3 dimensions user’s guide. Itasca, Minneapolis
Ju Y, Sudak L, Xie HP (2007) Study on stress wave propagation in fractured rocks with fractal joint surfaces. Int J Solids Struct 44:4256–4271
Khandelwal M, Singh TN (2006) Prediction of blast induced ground vibrations and frequency in opencast mine: a neural network approach. J Sound Vib 289:711–725
Li ZH, Dou LM, Lu CP, Cao AY, Zhang MW, He J (2010) Frequency spectrum analysis on micro-seismic signal of similar simulation test of fault rock burst. J Shandong Uni Sci Tech 29:51–56
Li SQ, Yan T, Li W, Bi FQ (2016) Simulation on vibration characteristics of fractured rock. Rock Mech Rock Eng 49:515–521
Liu B, Lu CP, Dou LM, Liu H, Du BB (2011) Simulation study on shock wave propagation character in coal and rock. J China Coal Soc 36:247–253
Lu CP, Dou LM, Liu B, Xie YS, Liu HS (2012a) Microseismic low-frequency precursor effect of bursting failure of coal and rock. J Appl Geophys 79:55–63
Lu CP, Dou LM, Liu H, Liu HS, Liu B, Du BB (2012b) Case study on microseismic effect of coal and gas outburst process. Int J Rock Mech Min 53:101–110
Montemagno CD, Pyrak-Nolte LJ (1999) Fracture network versus single fractures: measurement of fracture geometry with X-ray tomography. Phys Chem Earth 24:575–579
Park DH, Jeon SW (2010) Reduction of blast-induced vibration in the direction of tunneling using an air-deck at the bottom of a blasthole. Int J Rock Mech Min Sci 47:752–761
Phillipson SE (2008) A critical state sand model with elastic–plastic coupling. Int J Coal Geol 75:175–184
Pyrak-Nolte LJ, Cook NGW (1987) Elastic interface waves along a fracture. Geophys Res Lett 14:1107–1110
Pyrak-Nolte LJ, Myer LR, Cook NGW (1990) Transmission of seismic waves across single natural fractures. J Geophys Res 95:8617–8638
Pyrak-Nolte LJ, Roy S, Mullenbach BL (1996) Interface waves propagated along a fracture. J Appl Geophys 35:79–87
Sainoki A, Mitri HS (2016) Dynamic modeling of fault slip induced by stress waves due to stope production blasts. Rock Mech Rock Eng 49(1):165–181
Uysal O, Erarslan K, Cebi MA (2008) Effect of barrier holes on blast induced vibration. Int J Rock Mech Min Sci 45:712–719
Wang K, Zhou AT, Zhang JF, Zhang P (2012) Real-time numerical simulations and experimental research for the propagation characteristics of shock waves and gas flow during coal and gas outburst. Saf Sci 50:835–841
Wu YK, Hao H, Zhou YX, Chong K (1998) Propagation characteristics of blast-induced shock waves in a jointed rock mass. Soil Dyn Earthq Eng 17:407–412
Zhu WC, Li ZH, Zhu L, Tang CA (2010) Numerical simulation on rockburst of underground opening triggered by dynamic disturbance. Tunn Undergr Space Technol 25:587–599
Zhu GA, Dou LM, Wang CB, Li J, Cai W, Ding ZW (2017) Numerical investigation of the evolution of overlying strata and distribution of static and dynamic loads in a deep island coal panel. Arab J Geosci 10(24):549
Zienkiewicz OC, Bicanic N, Shen FQ (1989) Earthquake input definition and the transmitting boundary conditions. Advances in computational nonlinear mechanics. Springer, Vienna, pp 109–138
Funding
The financial support provided by the State Key Research Development Program of China (2016YFC0801408) and the Priority Academic Program Development of Jiangsu Higher Education Institutions (PAPD) is gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding authors
Additional information
Highlights
• We investigated propagation and attenuation characteristics of shock waves in a coal-rock medium by three-dimensional numerical analysis.
• The influence of the existing roadway on the propagation and attenuation characteristics of shock waves is identified.
• The resonance phenomenon can stimulate the maximum vibration response of underground engineering structures, and the resonance was found to occur at 35 Hz.
• The surrounding rock mass cannot absorb the energy of shock wave which may trigger rockburst.
Rights and permissions
About this article
Cite this article
Liu, G., Karakus, M. & Mu, Z. Propagation and attenuation characteristics of rockburst-induced shock waves in coal-rock medium. Arab J Geosci 12, 113 (2019). https://doi.org/10.1007/s12517-019-4277-4
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12517-019-4277-4