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Volume 42 Issue 6
Jun.  2020
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Article Contents
WU Shun-chuan, GAN Yi-xiong, REN Yi, ZHENG Li-fu. Feasibility research of AE monitoring index in tunnel based on RA and AF[J]. Chinese Journal of Engineering, 2020, 42(6): 723-730. doi: 10.13374/j.issn2095-9389.2019.06.28.001
Citation: WU Shun-chuan, GAN Yi-xiong, REN Yi, ZHENG Li-fu. Feasibility research of AE monitoring index in tunnel based on RA and AF[J]. Chinese Journal of Engineering, 2020, 42(6): 723-730. doi: 10.13374/j.issn2095-9389.2019.06.28.001

Feasibility research of AE monitoring index in tunnel based on RA and AF

doi: 10.13374/j.issn2095-9389.2019.06.28.001
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  • Risetime/amplitude (RA) and average frequency (AF) have been usually used for qualitative analysis of fracture mechanism in acoustic emission (AE) monitoring. However, regardless whether fracture is shear or tensile in macroscopic view, it can be observed in laboratory experiments that the AE signals of shear increases when it is close to the failure stage of specimens. Therefore, RA and AF may also have the potential in indicating the violent reputure of rock. Furthermore, as the value of RA would increase with the distance within some limits, the observed RA and AF would be closer to the shear feature, which means the index is relatively safer under attenuation and is appropriate for in-situ monitoring. Based on the data monitoring of Huayingshan Tunnel, Yuguang Expressway during the construction process, the distributions of RA and AF on positions of different distances of the seismic source were compared. Results show that the maximum value of RA increases distinctly with the distance increase between the sensors and the seismic source, whereas the distribution of values of AF are nearly the same at different distances. To verify the validity of RA and AF in indicating the rupture of rock, parameter r of RA/AF ratio was set and the time history of r and coefficient of variation (CV) of r during the rupture process were studied and compared with other regular indexes, such as absolute energy and b value. The variation of CV could describe the intense rupture of rock properly and the analysis of CV could get a safer evaluation result especially when dealing with small-scale failure in rock mass. To find the best statistical method of CV, three statistical methods of CV were compared and results show that the CV of r can well illustrate the rock rupture, CV1 is more suitable for situations that the AE signals vary and are discrete, and CV3 is appropriate for monitoring of continuous AE signals.

     

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  • [1]
    Feng X T, Young R P, Reyes-Montes J M, et al. ISRM suggested method for in situ acoustic emission monitoring of the fracturing process in rock masses. Rock Mech Rock Eng, 2019, 52(5): 1395 doi: 10.1007/s00603-019-01774-z
    [2]
    Young R P, Collins D S. Seismic studies of rock fracture at the Underground Research Laboratory, Canada. Int J Rock Mech Min Sci, 2001, 38(6): 787 doi: 10.1016/S1365-1609(01)00043-0
    [3]
    陳炳瑞, 馮夏庭, 肖亞勛, 等. 深埋隧洞TBM施工過程圍巖損傷演化聲發射試驗. 巖石力學與工程學報, 2010, 29(8):1562

    Chen B R, Feng X T, Xiao Y X, et al. Acoustic emission test on damage evolution of surrounding rock in deep-buried tunnel during TBM excavation. Chin J Rock Mech Eng, 2010, 29(8): 1562
    [4]
    Cheng W W, Wang W Y, Huang S Q, et al. Acoustic emission monitoring of rockbursts during TBM-excavated headrace tunneling at Jinping II hydropower station. J Rock Mech Geotech Eng, 2013, 5(6): 486 doi: 10.1016/j.jrmge.2011.09.001
    [5]
    Hirata A, Ishiyama K, Taga N, et al. AE monitoring and rock stress measurement in rock burst site // 7th ISRM Congress. Aachen, 1991: ISRM-7CONGRESS-1991-101
    [6]
    Aydan O, Tano H, Ideura H, et al. Monitoring of the dynamic response of the surrounding rock mass at the excavation face of Tarutoge Tunnel, Japan // ISRM International Symposium - EUROCK 2016. ürgüp, 2016: ISRM-EUROCK-2016-204
    [7]
    趙永川, 楊天鴻, 肖福坤, 等. 彈性波在中粒砂巖內傳播衰減特性分析. 振動、測試與診斷, 2018, 38(2):285

    Zhao Y C, Yang T H, Xiao F K, et al. Analysis of attenuation characteristics of elastic wave in medium-grained sandstone. J Vib Meas Diagn, 2018, 38(2): 285
    [8]
    Aggelis D G. Classification of cracking mode in concrete by acoustic emission parameters. Mech Res Commun, 2011, 38(3): 153 doi: 10.1016/j.mechrescom.2011.03.007
    [9]
    何滿潮, 趙菲, 杜帥, 等. 不同卸載速率下巖爆破壞特征試驗分析. 巖土力學, 2014, 35(10):2737

    He M C, Zhao F, Du S, et al. Rockburst characteristics based on experimental tests under different unloading rates. Rock Soil Mech, 2014, 35(10): 2737
    [10]
    閆召富. 基于聲發射的花崗巖拉剪破裂識別方法研究[學位論文]. 南寧: 廣西大學, 2018

    Yan Z F. Research on Recognition Method of Granite Tensile-Shear Fracture Based on Acoustic Emission[Dissertation]. Nanning: Guangxi University, 2018
    [11]
    Kourkoulis S K, Pasiou E D, Dakanali I, et al. Mechanical response of notched marble beams under bending versus acoustic emissions and electric activity. J Theor Appl Mech, 2018, 56(2): 523
    [12]
    Kourkoulis S K, Pasiou E D, Dakanali I, et al. Notched marble plates under direct tension: mechanical response and fracture. Constr Build Mater, 2018, 167: 426 doi: 10.1016/j.conbuildmat.2018.02.024
    [13]
    Nejati H R, Nazerigivi A, Sayadi A R. Physical and mechanical phenomena associated with rock failure in Brazilian Disc Specimens. Int J Geol Environ Eng, 2018, 12(1): 35
    [14]
    Xiao Y X, Feng X T, Hudson J A, et al. ISRM suggested method for in situ microseismic monitoring of the fracturing process in rock masses. Rock Mech Rock Eng, 2016, 49(1): 343 doi: 10.1007/s00603-015-0859-y
    [15]
    Sagasta F, Zitto M E, Piotrkowski R, et al. Acoustic emission energy b-value for local damage evaluation in reinforced concrete structures subjected to seismic loadings. Mechan Syst Signal Process, 2018, 102: 262 doi: 10.1016/j.ymssp.2017.09.022
    [16]
    Carpinteri A, Lacidogna G, Puzzi S. From criticality to final collapse: Evolution of the "b-value" from 1.5 to 1.0. Chaos Solitons Fractals, 2009, 41(2): 843 doi: 10.1016/j.chaos.2008.04.010
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