• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
YU Yang, FENG Xia-ting, CHEN Bing-rui, XIAO Ya-xun, FENG Guang-liang. Fractal characteristics of micro-seismic volume for different types of immediate rock-bursts in deep tunnels[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2173-2179. DOI: 10.11779/CJGE201712004
Citation: YU Yang, FENG Xia-ting, CHEN Bing-rui, XIAO Ya-xun, FENG Guang-liang. Fractal characteristics of micro-seismic volume for different types of immediate rock-bursts in deep tunnels[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(12): 2173-2179. DOI: 10.11779/CJGE201712004

Fractal characteristics of micro-seismic volume for different types of immediate rock-bursts in deep tunnels

More Information
  • Received Date: September 13, 2016
  • Published Date: December 24, 2017
  • A fractal method is put forward to study the self-similarity of the volume distribution of micro-seismic events during the development of different types of immediate rock-bursts. The proposed method is used to study the fractal behaviours of the volume distribution of micro-seismic events during the development of immediate rock-bursts that occur in four deep headrace tunnels and one drainage tunnel at the Jinping II Hydropower Station. The results indicate that the volume distribution of micro-seismic events during the evolution of immediate rock-bursts displays fractal properties. The fractal dimension of volume can be used as the basis for estimating rock-burst type, that is, the fractal dimensions of immediate strain rock-bursts are >0.7 and <1, but those of immediate strain-structure slip rock-bursts are >0.2 and <0.6. For the immediate strain rock-bursts and the immediate strain-structure slip rock-bursts, if the intensity is lower, the fractal dimensions of volume will be smaller. For the immediate strain-structure slip rock-bursts, the more the number of structure planes, the smaller the fractal dimensions of volume. These conclusions can be used as the guideline to develop a warning system and to reduce the risk of rock-bursts during construction of deep, hard-rock tunnels.
  • [1]
    冯夏庭, 陈炳瑞, 张传庆, 等. 岩爆孕育过程的机制、预警与动态调控[M]. 北京: 科学出版社, 2013. (FENG Xia-ting, CHEN Bing-rui, ZHANG Chuan-qing, et al. Mechanism warning and dynamic control of rock-burst development processes[M]. Beijing: China Social Sciences Publishing House, 2013. (in Chinese))
    [2]
    MENDECKI A J. Real time quantitative seismology in mines[M]// Rock-bursts and Seismicity in Mines. Rotterdam: Balkema, 1993: 287-295.
    [3]
    MENDECKI A J. Principles of monitoring seismic rockmass response to mining[C]// Rock-bursts and Seismicity in Mines. Balkema, 1997: 69-79.
    [4]
    陈炳瑞, 冯夏庭, 曾雄辉, 等. 深埋隧洞TBM掘进微震实时监测与特征分析[J]. 岩石力学与工程学报, 2011, 30(2): 275-283. (CHEN Bing-rui, FENG Xia-ting, ZENG Xiong-hui, et al. Real-time micro-seismic monitoring and its characteristic analysis during TBM tunneling in deepburied tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(2): 275-283. (in Chinese))
    [5]
    MANDELBROT B B. The Fractal geometry of nature[M]. London: W H Freeman and Company, 1982.
    [6]
    KAGAN Y Y, KNOPOFF. Stochastic synthesis of earthquake catalogs[J]. Geophys Royal Economic Society, 1981, 86(B4): 2853-2862.
    [7]
    KAGAN Y Y, KNOPOFF. Statistical study of the occurrence of shallow earthquakes[J]. Geophys Royal Economic Society, 1978, 55(1): 67-86.
    [8]
    FENG X T, STEO M. A new method of modeling the rock-microfracturing process in double torsion experiments using neural networks[J]. International Journal of Analytic and Numerical Methods in Geomechanics, 1999, 23(4): 905-923.
    [9]
    FORD A, BLENKINSOP T G. Combining fractal analysis of mineral deposit clustering with weights of evidence to evaluate patterns of mineralization: application to copper deposits of the Mount Isa Inlier, NW Queensland, Australia[J]. Ore Geology Reviews, 2008. 33: 435-450.
    [10]
    HIRATA T, SATOH T, ITO K. Fractal structure of spatial distribution microfracturing in rock[J]. Geophys J R astr Soc, 1987, 90: 367-374.
    [11]
    KATSUMATA K. A long-term seismic quiescence started 23 years before the 2011 off the Pacific coast of Tohoku Earthquake ( M =9.0)[J]. Earth Planets Space, 2011, 63: 709-712.
    [12]
    SETO M, NISHIZAWA O, KATSUYAMA K. The variation of hypocenter distribution of AE events in coal under triaxial compression[J]. Acoust Em, 1994, 11: 27-36.
    [13]
    MANDAL P, RODKIN M V. Seismic imaging of the 2001 Bhuj Mw7.7 earthquake source zone: b-value, fractal dimension and seismic velocity tomography studies[J]. Tectonophysics, 2011, 512: 1-11.
    [14]
    CAI M. Influence of stress path on tunnel excavation response-numerical tool selection and modeling strategy[J]. Tunnelling and Underground Space Technology, 2008, 23(6): 618-628.
    [15]
    冯夏庭, 陈炳瑞, 明华军, 等. 深埋隧洞岩爆孕育规律与机制: 即时型岩爆[J]. 岩石力学与工程学报, 2012, 10(3): 447-451. (FENG Xia-ting, CHEN Bing-rui, MING Hua-jun, et al. Evolution law and mechanism of rock-bursts in deep tunnels: immediate rock-burst[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 10(3): 447-451. (in Chinese))
    [16]
    陈炳瑞, 冯夏庭, 明华军, 等. 深埋隧洞岩爆孕育规律与机制: 时滞型岩爆[J]. 岩石力学与工程学报, 2012, 31(3): 561-569. (CHEN Bing-rui, FENG Xia-ting, MING Hua-Jun, et al. Evolution law and mechanism of rock-bursts in deep tunnels: time delayed rock-burst[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 311(3): 561-569. (in Chinese))
    [17]
    江 权, 冯夏庭, 周 辉. 锦屏二级水电站深埋引水隧洞群允许最小间距研究[J]. 岩土力学, 2008, 29(3): 656-662. (JIANG Quan, FENG Xia-ting, ZHOU Hui. Study on acceptable minimum interval of long deep-buried hydropower tunnels in Jinping hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 29(3): 656-662. (in Chinese))
    [18]
    TANG Y. A new classification of rock-burst intensity[J]. Geol Rev, 1992, 38(5): 439-443.
    [19]
    WANG L S, LI T B, XU J, et al. Study on rock-burst and its intensity classifies in the tunnel of Erlang Mountain road[J]. Road, 1999, 2: 41-45.
    [20]
    AKI K. Estimation of earthquake moment, released energy, and stress strain drop from the G-wave spectrum[J]. Bulletin of Earthquake Research Institute, 1966, 44(12): 73-88.
  • Related Articles

    [1]WANG Zhangchun, LUO Qixun, KONG Yang, HE Ning, DU Sanlin, JIANG Bingnan, ZHOU Yanzhang. Experimental research on two-dimensional deformation monitoring based on distributed optical fiber sensing technology[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 39-43. DOI: 10.11779/CJGE2023S10025
    [2]ZHOU Long, ZHU Hehua, SHEN Yi, YAN Zhiguo, GUAN Linxing. Stress and deformation properties of shield segmental linings under internal water pressures[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1763-1772. DOI: 10.11779/CJGE20220761
    [3]HE Bin, XU Jianfei, HE Ning, ZHANG Zhongliu, ZHOU Yanzhang, WANG Zhangchun, KONG Yang, YI Wei. Application of inner deformation monitoring of concrete face rockfill dams based on distributed optical fiber technology[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 627-633. DOI: 10.11779/CJGE20220089
    [4]WANG Wen, LEI Xiao-tian, LI De-wu. Prediction method for stress and deformation of pipe roofs and its engineering application[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 352-359. DOI: 10.11779/CJGE202202017
    [5]ZHANG Ling, ZHANG Xu-bo, XU Ze-yu, OU Qiang. Stress and deformation analysis of geosynthetic-encased stone columns based on symplectic system[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2040-2049. DOI: 10.11779/CJGE202011009
    [6]HE Bin, HE Ning, XU Bin-hua, CAI Ren, SHAO Han-lin, ZHANG Qi-ling. Tests on distributed monitoring of deflection of concrete faces of CFRDs[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 837-844. DOI: 10.11779/CJGE202005005
    [7]XU Han, PAN Jia-jun, JIANG Ji-wei, TAN Fan, YANG Xin-guang. Influences of rigid and flexible normal contacts on stress of concrete cut-off walls[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 121-124. DOI: 10.11779/CJGE2019S1031
    [8]ZHANG Dan, ZHANG Ping-song, SHI Bin, WANG Hong-xian, LI Chang-sheng. Monitoring and analysis of overburden deformation and failure using distributed fiber optic sensing[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(5): 952-957. DOI: 10.11779/CJGE201505023
    [9]DING Yong, WANG Ping, LI Peng-fei, XIA Tao, TANG Jin-long. Monitoring technology of deformation of continuous concrete wall based on BOTDA[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 500-503. DOI: 10.11779/CJGE2014S2087
    [10]ZHAO Hong-yan, ZHANG Yong, CHEN Feng-jun, GU Kai, ZHANG Zheng, WEI Guang-qing, SHI Bin. Distributed optic fiber sensors for soil deformation monitoring for construction method of box culverts being pushed to replace pipe roofs[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1355-1360.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return