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The fracture mechanism and acoustic emission analysis of hard roof: a physical modeling study
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  • 作者:Nan Li (1) (2) (3)
    Enyuan Wang (1) (1) (2) (3)
    Maochen Ge (4)
    Jie Liu (1) (3)

    1. School of Safety Engineering
    ; China University of Mining and Technology ; Xuzhou ; 221116 ; Jiangsu ; China
    2. State Key Laboratory of Coal Resources and Safe Mining
    ; China University of Mining and Technology ; Xuzhou ; 221116 ; Jiangsu ; China
    3. Key Laboratory of Gas and Fire Control for Coal Mines
    ; China University of Mining and Technology ; Xuzhou ; 221008 ; Jiangsu ; China
    4. Mining Engineering Department
    ; Missouri University of Science and Technology ; Rolla ; MO ; 65409 ; USA
  • 关键词:Physical modeling test ; Hard roof ; Fracture mechanism ; Acoustic emission
  • 刊名:Arabian Journal of Geosciences
  • 出版年:2015
  • 出版时间:April 2015
  • 年:2015
  • 卷:8
  • 期:4
  • 页码:1895-1902
  • 全文大小:1,058 KB
  • 参考文献:1. Brady, B, Leighton, F (1977) Seismicity anomaly prior to a moderate rock burst: a case study. Int J Rock Mech and Min Sci Geomech Abstr 14: pp. 127-132 CrossRef
    2. Cao, A, Dou, L (2008) Analysis of focal mechanism caused by rupture of stope roof. Chin J Rock Mech Eng 27: pp. 3833-3840
    3. Dou, L (2006) Coal mining rockburst prevention and control. China University of Mining and Technology Press, Xuzhou
    4. Dou, L, He, X (2001) Theory and technology of rock bursts prevention. China University of Mining and Technology Press, Xuzhou
    5. Dou, L, Lu, C, Mu, Z (2009) Prevention and forecasting of rock burst hazards in coal mines. Min Sci Technol 19: pp. 0585-0591
    6. Fattahi, H, Farsangi, M, Shojaee, S (2014) Selection of a suitable method for the assessment of excavation damage zone using fuzzy AHP in Aba Saleh Almahdi tunnel, Iran. Arab J Geosci.
    7. Goodman, R (1989) Introduction to rock mechanics. Wiley, New York
    8. Hardy, R (2003) Acoustic emission/microseismic activity: volume 1. A.A. Balkema Publishers, Lisse CrossRef
    9. Hosseini, N, Oraee, K, Shahriar, K (2013) Studying the stress redistribution around the longwall mining panel using passive seismic velocity tomography and geostatistical estimation. Arab J Geosci 6: pp. 1407-1416 CrossRef
    10. Jiang, Y, Ge, X, Ren, J (2004) Deformation rules and acoustic emission characteristics of rocks in process of fatigue failure. Chin J Rock Mech Eng 23: pp. 1810-1818
    11. Jiang, F, Yang, S, Cheng, Y, Zhang, X, Mao, Z (2006) A study on microseismic monitoring of rock burst in coal mine. Chin J Geophys 49: pp. 1511-1516
    12. Jing, P, Wang, E, Liu, X (2012) Damage evolution law of coal-rock under uniaxial compression based on the electromagnetic radiation characteristics. Int J Min Sci Technol 23: pp. 213-219
    13. Li, S, Yin, X, Wang, Y, Tang, H (2004) Studies on acoustic emission characteristics of uniaxial compressive rock failure. Chin J Rock Mech Eng 23: pp. 2499-2503
    14. Li, N, Wang, E, Zhao, E, Ma, Y, Xu, F (2010) Experiment on acoustic emission of rock damage and fracture under cyclic loading and multi-stage loading. J China Coal Soc 35: pp. 1009-1103
    15. Li, N, Wang, E, Ge, M (2013) A nonlinear microseismic source location method based on Simplex method and its residual analysis. Arab J Geosci.
    16. Liu, H, Liu, J, Tang, C (2001) Numerical simulation of failure process of overburden rock strata by mining excavation. Chin J Geotech Eng 23: pp. 201-204
    17. Lu, C, Dou, L, Wang, Y, Du, T (2010) Microseismic effect of coal materials rockburst failure induced by hard roof. Chin J Geophys 43: pp. 131-137
    18. Ma, K, Tang, C, Li, L (2013) 3D modeling of stratified and irregularly jointed rock slope and its progressive failure. Arab J Geosci 6: pp. 2147-2163 CrossRef
    19. Mogi, K (1962) Study on elastic shocks caused by the fracture of heterogeneous material and its relation to earthquake phenomena. Bull Earthquakes Res Inst 40: pp. 831-853
    20. Obert L (1975) The microseismic method: discovery and early history. In: Proceedings of the 1st conference of acoustic emission/microseismic activity in geological structures and materials, Pennsylvania State University, 9鈥?1 June, 1975. Trans. Tech. Publications, Clausthal-Zellerfeld, 11鈥?2
    21. Obert L, Duvall W (1942) Use of sub audible noises for the prediction of rock bursts. Part II, RI 3654, USBM, Pittsburgh
    22. Pan, Y, Li, Z, Zhang, M (2003) Distribution, type, mechanism and prevention of rockburst in China. Chin J Rock Mech Eng 22: pp. 1844-1851
    23. Paul, A, Singh, AP, Loui, PJ (2012) Validation of RMR-based support design using roof bolts by numerical modeling for underground coal mine of Monnet Ispat, Raigarh, India鈥攁 case study. Arab J Geosci 5: pp. 1435-1448 CrossRef
    24. Qian, M, Shi, P (2003) Ground pressure and strata control. China University of Mining and Technology Press, Xuzhou
    25. Qian, M, Miao, X, Xu, J (1996) Theoretical study of key stratum in ground control. J China Coal Soc 21: pp. 225-230
    26. Song, Z (1998) Practical underground pressure controlling. China University of Mining and Technology Press, Xuzhou
    27. Song, Y, Song, Z (1991) The relationship between the law of abutment pressure manifestation and movement of the overlying strata. J China Coal Soc 9: pp. 47-56
    28. Tan, Y, Yang, Y (1996) Possibility study of fractal forecasting of rock caving in coal mine. Chin J Rock Mech Eng 15: pp. 90-95
    29. Tan, Y, Li, F, Zhou, H, Han, X (2000) Analysis on acoustic emission pattern for rock burst. Chin J Rock Mech Eng 19: pp. 425-428
    30. Tang, C (1997) Numerical simulation of AE in rock failure. Chin J Rock Mech Eng 16: pp. 368-374
    31. Wang, E, Zhao, E (2013) Numerical simulation of electromagnetic radiation caused by coal/rock deformation and failure. Int J Rock Mech Min Sci 57: pp. 57-63
    32. Wang, E, He, X, Liu, Z, Li, Z (2004) Study on frequency spectrum characteristics of acoustic emission in coal or rock deformation and fracture. J China Coal Soc 29: pp. 289-292
    33. Wang, E, He, X, Li, Z, Lai, Z (2009) Coal and rock EMR technology and application. Science, Beijing
    34. Wang, E, He, X, Wei, J (2011) Electromagnetic emission graded warning model and its applications against coal rock dynamic collapses. Int J Rock Mech Min Sci 48: pp. 556-564 CrossRef
    35. Xie, H, Pariseau, W (1993) Fractal character and mechanism of rock burst. Int J Rock Mech Min Sci 30: pp. 343-350 CrossRef
    36. Xie, J, Xu, J (2014) Ground penetrating radar-based experimental simulation and signal interpretation on roadway roof separation detection. Arab J Geosci.
    37. Zhang, N, Zhang, N, Han, C (2013) Borehole stress monitoring analysis on advanced abutment pressure induced by longwall mining. Arab J Geosci 7: pp. 457-463 CrossRef
    38. Zhao, X, Li, Y, Yuan, R, Yang, T, Liu, J (2007) Study on crack dynamic propagation process of rock samples based on acoustic emission location. Chin J Rock Mech Eng 26: pp. 944-950
    39. Zhao, X, Liu, J, Li, Y, Tian, J, Zhu, W (2008) Experimental verification of rock locating technique with acoustic emission. Chin J Geotech Eng 30: pp. 1472-1476
    40. Zuo, J, Pei, J, Liu, J, Peng, R, Yue, Y (2011) Investigation on acoustic emission behavior and its time-space evolution mechanism in failure process of coal-rock combined body. Chin J Rock Mech Eng 30: pp. 1564-1570
  • 刊物类别:Earth and Environmental Science
  • 出版者:Springer Berlin Heidelberg
  • ISSN:1866-7538
文摘
Roof fracture has been a persistent threat to coal mine safety. In this paper, a physical modeling system was established to explore the fracture mechanism of the hard roof. The characteristics of acoustic emission (AE) signals during the process of hard roof failure were also studied. Results indicate that shear failure first occurs in the two ends of the hard roof beam due to the comprehensive effect of ground stress and mining-induced stress. After this failure occurs, the bending moment moves quickly toward the middle of the beam. This movement will cause tensile failure in the middle part of the beam. Broadband frequency signals are produced when a hard roof is fractured. When compared with AE energy, the AE count shows an increasing trend during a short period before each hard roof fracture. AE signals, especially for AE energy, increase steeply, reaching a peak value at the moment rock fracture occurs. These signals then drop rapidly, ending with a weak level until the next turn. Both the periodic characteristics and evolution process of AE signals can reflect not only the stress state but also the damage degree of the roof strata. These results could offer some thoughts and reference for forecasting and monitoring rock bursts caused by hard roof failure.

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