Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (2): 481-488.doi: 10.16285/j.rsm.2017.1646

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Characteristics and generation mechanism of low-frequency magnetic field generated during the damage of coal under static load

LI Cheng-wu, FU Shuai, XIE Bei-jing, LI Guang-yao, WAN Tian-yu   

  1. College of Resource and Safety Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • Received:2017-11-02 Online:2019-02-11 Published:2019-02-13
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51274206) and the National Science Foundation for Young Scientists of China (51404277).

Abstract: The aim of this paper is to study the characteristics and generation mechanism of the low-frequency magnetic field generated during the damage of coal under static load, and to complete the monitoring and warning technology of dynamic disasters in coal mine. Laboratory and field experiments were conducted to analyse the characteristics in time and frequency domain of low-frequency magnetic signal. Laboratory experiment results show that the strength of the generated magnetic field is in the range of 19-156 nT. Both the maximum amplitude and magnetic field energy have a positive correlation with the intensity of coal and loading speed. It also shows that the magnetic field perpendicular to crack surface is the strongest, while the magnetic field parallel to the crack surface is the weakest. Then, by combining with the micro-seismic signal, generation mechanism of the low-frequency magnetic field was proposed. Results reflect that the magnetic signal and micro-seismic signal are synchronous in the time and frequency domain, and oscillation of crack surface with charge leads to low-frequency magnetic field. Field test results indicate that the magnetic signal includes the cluster pulse signal and small amplitude oscillation signal. The cluster pulse signal is caused by the crack surface vibration generated from blasting. The small amplitude oscillation signal is the result of lateral tensile failure generated during the formation process of the new stress equilibrium in coal wall, and migration, friction and rotation of coal particles with charge.

Key words: damage by static load, low-frequency magnetic field, micro-seismic signal, characteristics in time and frequency domain, generation mechanism

CLC Number: 

  • TD 324
[1] YANG Ke, LIU Wen-jie, MA Yan-kun, XU Ri-jie, CHI Xiao-lou, . Experimental study of impact failure characteristics of coal-rock combination bodies under true triaxial loading and single face unloading [J]. Rock and Soil Mechanics, 2022, 43(1): 15-27.
[2] AI Di-hao, LI Cheng-wu, ZHAO Yue-chao, LI Guang-yao, . Investigation on micro-seismic, electromagnetic radiation and crack propagation characteristics of coal under static loading [J]. Rock and Soil Mechanics, 2020, 41(6): 2043-2051.
[3] WANG Gang, PAN Yi-shan, XIAO Xiao-chun, . Study and application of failure characteristics and charge law of coal body under uniaxial loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1823-1831.
[4] XIE Xue-bin, DENG Rong-ning, DONG Xian-jiu, YAN Ze-zheng,. Stability of goaf group system based on catastrophe theory and rheological theory [J]. , 2018, 39(6): 1963-1972.
[5] LIU Xue-sheng , TAN Yun-liang , NING Jian-guo, TIAN Cheng-lin, TIAN Zhi-wei, . Energy criterion of abutment pressure induced strain-mode rockburst [J]. , 2016, 37(10): 2929-2936.
[6] YANG Deng-feng,ZHANG Lin-fan,CHAI Mao,LI Bo,BAI Yi-fei,. Study of roof breaking law of fully mechanized top coal caving mining in ultra-thick coal seam based on fracture mechanics [J]. , 2016, 37(7): 2033-2039.
[7] LI Jun-ping,WANG Hong-xing,WANG Xiao-guang,CHENG Xian-gen. Research progress in pressure-relief mining [J]. , 2014, 35(S2): 350-358.
[8] WANG Ai-wen , PAN Yi-shan , LI Zhong-hua , LIU Chun-sheng, . Similar experimental study of rockburst induced by mining deep coal seam under fault action [J]. , 2014, 35(9): 2486-2492.
[9] Lü Jin-guo , JIANG Yao-dong , ZHAO Yi-xin , ZHU Jie , WANG Xin , TAO Lei . Study of microseismic positioning based on steady simulated annealing-simplex hybrid algorithm [J]. , 2013, 34(8): 2195-2203.
[10] ZHANG Xiao-jun. Pattern and damage evolution of unloading rockburst for high-stress hard rock [J]. , 2012, 33(12): 3554-3560.
[11] YAO Jing-ming ,YAN Yong-ye ,LIU Xi-qian ,YAO Jun-wei ,DOU Lin-ming. Study of EME rules during coal or rock mass failure base on energy theory [J]. , 2012, 33(1): 233-237.
[12] WEI Ming-yao, WANG En-yuan, LIU Xiao-fei, WANG Chao. Numerical simulation of rockburst prevention effect by blasting pressure relief in deep coal seam [J]. , 2011, 32(8): 2539-2543.
[13] SUN Jian , WANG Lian-guo , TANG Fu-rong , SHEN Yi-feng , GONG Shi-long. Microseismic monitoring failure characteristics of inclined coal seam floor [J]. , 2011, 32(5): 1589-1595.
[14] HE Hu ,DOU Lin-ming ,GONG Si-yuan ,ZHOU Peng ,XUE Zai-jun ,HE Jiang. Study of acoustic emission monitoring technology for rockburst [J]. , 2011, 32(4): 1262-1268.
[15] LI Hai-ming, ZHAI Jing, GU Xiao-ming, LIU Yue-hui, LI Yun. Dynamics of colloid release and variation of permeability of saline aquifer during aquifer thermal energy storage with recharging [J]. , 2010, 31(S2): 170-174.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WEI Li,CHAI Shou-xi,CAI Hong-zhou,WANG Xiao-yan,LI Min3,SHI Qian. Research on tensility of wheat straw for reinforced material[J]. , 2010, 31(1): 128 -132 .
[2] HUANG Qing-xiang, ZHANG Pei, DONG Ai-ju. Mathematical model of “arch beam” of thick sandy soil layer movement in shallow seam[J]. , 2009, 30(9): 2722 -2726 .
[3] JING Zhi-dong, LIU Jun-xin. Experimental research on dynamic deformations of semi-rigid structures of subgrade bed-mudstone of red beds[J]. , 2010, 31(7): 2116 -2121 .
[4] LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou. Preliminary study of physico-mechanical properties of Luanda sand[J]. , 2010, 31(S1): 121 -126 .
[5] WANG Deng-ke,LIU Jian,YIN Guang-zhi,WEI Li-de. Research on influencing factors of permeability change for outburst-prone coal[J]. , 2010, 31(11): 3469 -3474 .
[6] FAN Heng-hui, GAO Jian-en, WU Pu-te, LUO Zong-ke. Physicochemical actions of stabilized soil with cement-based soil stabilizer[J]. , 2010, 31(12): 3741 -3745 .
[7] ZHANG Cheng-ping,ZHANG Ding-li,LUO Jian-jun,WANG Meng-shu,WU Jie-pu. Remote monitoring system applied to the construction of metro station undercrossing existing metro tunnel[J]. , 2009, 30(6): 1861 -1866 .
[8] WANG Jun, CAO Ping, LI Jiang-teng, LIU Ye-ke. Analysis of stability of tunnel-slope with rheological medium under rainfall infiltration[J]. , 2009, 30(7): 2158 -2162 .
[9] ZHANG Yuan, WAN Zhi-jun, KANG Jian-rong, ZHAO Yang-sheng. Analysis of stage characteristics of sandstone permeability under conditions of temperature and triaxial stress[J]. , 2011, 32(3): 677 -683 .
[10] ZHANG Xue-chan , GONG Xiao-nan , YIN Xu-yuan , ZHAO Yu-bo. Monitoring analysis of retaining structures for Jiangnan foundation pit of Qingchun road river-crossing tunnel in Hangzhou[J]. , 2011, 32(S1): 488 -0494 .