›› 2015, Vol. 36 ›› Issue (2): 381-386.doi: 10.16285/j.rsm.2015.02.012

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Time delay estimation and acoustic emission source location of rock based on phase difference

HUANG Xiao-hong1, ZHANG Yan-bo2, TIAN Bao-zhu2, LIU Xiang-xin2   

  1. 1. College of Information Engineering, Hebei United University, Tangshan, Hebei 063009, China; 2. College of Mining Engineering, Hebei United University, Tangshan, Hebei 063009, China
  • Received:2014-05-12 Online:2015-02-11 Published:2018-06-13

Abstract: Lots of uncertain factors affect the time delay estimation precision of time-difference location method in rock acoustic estimation(AE) experiments. Aiming at this problem, the all phase phase-difference time delay estimation method is proposed. Time delay of AE signal is deduced through the phase-difference obtained by combining wavelet decomposition and all phase frequency analysis. AE sub-band signals with the same dominant frequency from different sensors are found with wavelet decomposition. Then the phases of middle sample of every sub-band signal are obtained with all phase frequency analysis method for those chosen sub-band signals, and the time-differences of AE signals’ reaching different sensors are computed according to the relationship between phase-difference and time-difference. Finally, the AE source is located by the method of time-difference location. Experiments are conducted on a 50 mm×100 mm×50 mm granite stone, and AE source is generated by broken lead at ten different points. Under the lab environment, the results from the proposed AE location method indicate that using phase-difference based on wavelet transform and all phase frequency analysis can effectively improve the accuracy of location of AE source. Compared to the results obtained by the PCI-2 acoustic emission instrument, the absolute error reduces by about 3 mm, so as to provide an effective way for AE source inversion.

Key words: acoustic emission (AE), wavelet transform, all phase spectrum analysis, phase difference, source location

CLC Number: 

  • TU 45
[1] JIANG Ruo-chen, XU Nu-wen, DAI Feng, ZHOU Jia-wen. Research on microseismic location based on fast marching upwind linear interpolation method [J]. Rock and Soil Mechanics, 2019, 40(9): 3697-3708.
[2] SONG Yi-min, DENG Lin-lin, LÜ Xiang-feng, XU Hai-liang, ZHAO Ze-xin, . Study of acoustic emission characteristics and deformation evolution during rock frictional sliding [J]. Rock and Soil Mechanics, 2019, 40(8): 2899-2906.
[3] GUO Chao, GAO Yong-tao, WU Shun-chuan, CHENG Zi-qiao, ZHANG Shi-huai, HAN Long-qiang, . Research of micro-seismic source location method in layered velocity medium based on 3D fast sweeping algorithm and arrival time differences database technique [J]. Rock and Soil Mechanics, 2019, 40(3): 1229-1238.
[4] ZHU Meng-bo, WANG Li-guan, LIU Xiao-ming, PENG Ping-an, ZHAO Jia-xuan. A quality control method for microseismic P-wave phase pickup value based on waveform parameters [J]. Rock and Soil Mechanics, 2019, 40(2): 767-776.
[5] WANG Jian-feng, LI Tian-bin, MA Chun-chi, ZHANG Hang, HAN Yu-xuan, ZHOU Xiong-hua, JIANG Yu-peng, . Gravitational search algorithm based microseismic positioning in tunnel surrounding rock [J]. Rock and Soil Mechanics, 2019, 40(11): 4421-4428.
[6] LI Shuai, ZHU Wan-cheng, NIU Lei-lei, LI Ru-fei, LI Shao-hua. Experimental study on influence of dynamic disturbance on deformation behavior of rock under stress relaxation [J]. , 2018, 39(8): 2795-2804.
[7] HUANG Xiao-hong, SUN Guo-qing, ZHANG Kai-yue,. Localisation of Geiger acoustic emission source based on all-phase analysis and several times cross-correlation [J]. , 2018, 39(4): 1362-1368.
[8] LIU Quan-sheng, LIU Qi, LIU Xue-wei, SUN Lei, ZHANG Xiao-bo, JI Jie,. Experimental study on penetration failure of soft-hard interbedded rock mass under a wedge indenter [J]. , 2017, 38(7): 1849-1855.
[9] CAO Jing, DING Wen-yun, ZHAO Dang-shu, SONG Zhi-gang, LIU Hai-ming. Time series forecast of foundation pit deformation based on LSSVM-ARMA model [J]. , 2014, 35(S2): 579-586.
[10] SUN Zhong-qiu , XIE Ling-zhi , LIU Jian-feng , HE Bo , . Study of salt rock damage and failure based on percolation model [J]. , 2014, 299(2): 441-448.
[11] CHEN Zi-quan,LI Tian-bin,CHEN Guo-qing,ZHANG Hang. Experimental study of acoustic emission characteristics of sandstone under hydro-mechanical coupling action [J]. , 2014, 35(10): 2815-2822.
[12] CHEN Xu ,YU Jin ,LI Hong ,CAI Yan-yan ,ZHANG Ya-zhou ,MU Kang . Experimental study of propagation characteristics of acoustic wave in rocks with different lithologies and water contents [J]. , 2013, 34(9): 2527-2533.
[13] WU Xian-zhen , LIU Xiang-xin , LIANG Zheng-zhao , YOU Xun , YU Min . Experimental study of fractal dimension of AE serials of different rocks under uniaxial compression [J]. , 2012, 33(12): 3561-3569.
[14] KANG Yu-mei,ZHU Wan-cheng,CHEN Geng-ye,YIN Xiao-qin. Cross correlation analysis and time delay estimation of acoustic emission signals of rock based on wavelet transform [J]. , 2011, 32(7): 2079-2084.
[15] MA Wen-tao. Prediction of slope displacement based on wavelet transform and genetic algorithm-least square support vector machine [J]. , 2009, 30(S2): 394-398.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XIE Xing-hua, WANG Guo-qing. A study of anti-seepage wall depth in thick overburden dam base[J]. , 2009, 30(9): 2708 -2712 .
[2] SONG Jing,WANG Qing,SUN Tie,LI Xiao-ru,ZHANG Zhong-qiong,JIAO Zhi-liang. Laboratory research on variation mechanism of pore water pressure during stage of dead-weight sludging drainage of dredger fill[J]. , 2010, 31(9): 2935 -2940 .
[3] CHEN Zheng-han, FANG Xiang-wei, ZHU Yuan-qing, QIN Bing, WEI Xue-wen. Research on meso-structures and their evolution laws of expansive soil and loess[J]. , 2009, 30(1): 1 -11 .
[4] XIA Li-nong, LEI Ming, NIE Chong-jun. Field test of influences of load at pile top on negative skin friction behaviors[J]. , 2009, 30(3): 664 -668 .
[5] PAN Peng-zhi, FENG Xia-ting, ZHOU Hui. Failure evolution processes of brittle rocks using 3D cellular automaton method[J]. , 2009, 30(5): 1471 -1476 .
[6] YE Wei-min, HUANG Wei, CHEN Bao, YU Chen1, WANG Ju. Diffuse double layer theory and volume change behavior of densely compacted Gaomiaozi bentonite[J]. , 2009, 30(7): 1899 -1903 .
[7] CHEN Ming,LU Wen-bo,ZHOU Chuang-bing,LUO Yi. Influence of initial in-situ stress on blasting-induced cracking zone in tunnel excavation[J]. , 2009, 30(8): 2254 -2258 .
[8] HU Yun-shi, SU Hui, CHENG Yi-chong, AI Zhi-yong. State space solution to three-dimensional consolidation of layered rock with compressible constituents[J]. , 2011, 32(S1): 176 -180 .
[9] ZHANG Hong , ZHENG Ying-ren , YANG Zhen , WANG Qian-yuan , GE Su-ming. Exploration of design methods of support structure in loess tunnel[J]. , 2009, 30(S2): 473 -478 .
[10] CHEN Jian-gong ,ZHOU Tao-tao ,ZHANG Yong-xing. Shock failure mechanism of zonal disintegration within surrounding rock in deep chamber[J]. , 2011, 32(9): 2629 -2634 .