|
|
|
| RESEARCH ON TRANSIENT ELECTROMAGNETIC MULTIPOINT ARRAY DETECTION METHOD IN TUNNEL |
| SUN Huaifeng1,LI Shucai1,LI Xiu2,QI Zhipeng2,SU Maoxin1,XUE Yiguo1, GUO Wenbo3,LIU Rentai1,HAN Weiwei1 |
(1. Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,Shandong 250061,China;
2. College of Geology Engineering and Geomatics,Chang'an University,Xi'an,Shaanxi 710054,China;
3. School of Electronic and Information Engineering,Xi'an Jiaotong University,Xi?an,Shaanxi 710049,China) |
|
|
|
|
Abstract Aiming the limit of traditional transient electromagnetic method(TEM) detection in tunnels only depending mainly on 2D apparent resistivity,a method of transient electromagnetic multipoint array detection in tunnels is presented learning from the fixed-loop survey method when detecting on the ground. The calculation method of high oscillation dual Bessel integration in frequency domain TEM response of non-central vertical component is studied. Taking the polynomial of center component in frequency domain as a basis function,a polynomial of non-central vertical component in frequency domain is defined;and the polynomial coefficients are obtained by least square fitting. The formula of non-central vertical component in time domain is derived. The late-time apparent resistivity of non-central vertical component is also derived according to the late-time approximate conditions of transient electromagnetic field. Transform of non-central vertical component of TEM detection in tunnels into apparent resistivity image is realized. It is the basic theory for transient electromagnetic multipoint array detection method in tunnel. The interpretation method using three-dimensional(3D) apparent resistivity images combining the multipoint response is also proposed. On the basis of the theory studies,transient electromagnetic multipoint array detection method is studied combining the field test in one tunnel. The transient electromagnetic multipoint array detection method for water bearing structure under the tunnel floor are carried out;and the comparison and interpretation are also given about the detection results. A 3D apparent resistivity image is formed;and the 3D space distribution law is obtained by analyzing the 3D apparent resistivity image.
|
|
Received: 30 March 2011
|
|
|
|
| [1] 李术才,李树忱,张庆松,等. 岩溶裂隙水与不良地质情况超前预报研究[J]. 岩石力学与工程学报,2007,26(2):217–225.(LI Shucai,LI Shuchen,ZHANG Qingsong,et al. Forecast of karst- fractured groundwater and defective geological conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):217–225.(in Chinese))
[2] 李术才,薛翊国,张庆松,等. 高风险岩溶地区隧道施工地质灾害综合预报预警关键技术研究[J]. 岩石力学与工程学报,2008,27(7):1 297–1 307.(LI Shucai,XUE Yiguo,ZHANG Qingsong,et al. Key technology study on comprehensive prediction and early-warning of geological hazards during tunnel construction in high-risk karst areas[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 297–1 307.(in Chinese))
[3] 朴化荣. 电磁测深原理[M]. 北京:地质出版社,1990:273.(PIAO Huarong. Principles of geoelectromagnetic methods[M]. Beijing:Geological Publishing House,1990:273.(in Chinese))
[4] 方文藻,李予国,李 貅. 瞬变电磁测深法原理[M]. 西安:西北工业大学出版社,1993:125–132.(FANG Wenzao,LI Yuguo,LI Xiu. Theory of transient electromagnetic sounding[M]. Xi?an:Northwestern Polytechnical University Press,1993:125–132.(in Chinese))
[5] 李 貅. 瞬变电磁测深的理论与应用[M]. 西安:陕西科学技术出版社,2002:1–4.(LI Xiu. Theory and application of transient electromagnetic sounding[M]. Xi?an:Shaanxi Science and Technology Press,2002:1–4.(in Chinese))
[6] KAUFMAN A A,KELLER G V. 频率域和时间域电磁测深[M]. 王建谋译. 北京:地质出版社,1987:428–433.(KAUFMAN A A,KELLER G V. Frequency and transient electromagnetic soundings[M]. Translated by WANG Jianmou. Beijing:Geological Publishing House,1987:428–433.(in Chinese))
[7] WANG T,TRIPP A C, HOHMANN G W. Studying the TEM response of a 3D conductor at a geological contact using the FDTD method[J]. Geophysics,1995,60(4):1 265–1 269.
[8] 李天斌,孟陆波,朱 劲,等. 隧道超前地质预报综合分析方法[J]. 岩石力学与工程学报. 2009,28(12):2 429–2 436.(LI Tianbin,MENG Lubo,ZHU Jin,et al. Comprehensive analysis method for advanced forecast of geology in tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(12):2 429–2 436.(in Chinese))
[9] 岳建华,杨海燕. 巷道边界条件下矿井瞬变电磁响应研究[J]. 中国矿业大学学报,2008,37(2):152–156.(YUE Jianhua,YANG Haiyan. Research on response of transient electromagnetic field in underground mine with boundary condition of laneway[J]. Journal of China University of Mining and Technology,2008,37(2):152–156.(in Chinese))
[10] 刘树才,刘志新,姜志海. 瞬变电磁法在煤矿采区水文勘探中的应用[J]. 中国矿业大学学报,2005,34(4):414–417.(LIU Shucai,LIU Zhixin,JANG Zhihai. Application of TEM to hydrogeological prospecting of mining district[J]. Journal of China University of Mining and Technology,2005,34(4):414–417.(in Chinese))
[11] 薛国强,李 貅. 瞬变电磁隧道超前预报成像技术[J]. 地球物理学报,2008,51(3):894–900.(XUE Guoqiang,LI Xiu. The technology of TEM tunnel prediction imaging[J]. Chinese Journal of Geophysics,2008,51(3):894–900.(in Chinese))
[12] 薛翊国,李术才,苏茂鑫,等. 青岛胶州湾海底隧道含水断层综合超前预报实践[J]. 岩石力学与工程学报,2009,28(10):2 081– 2 087.(XUE Yiguo,LI Shucai,SU Maoxin,et al. Practice of comprehensive early-warning geological prediction on aquifer fault in Qingdao Kiaochow Bay subsea tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(10):2 081–2 087.(in Chinese))
[13] 薛国强,李 貅,郭文波,等. 大回线源瞬变电磁场响应特性[J]. 石油地球物理勘探,2007,42(5):586–590.(XUE Guoqiang,LI Xiu,GUO Wenbo,et al. Characters of response of large-loop transient electromagnetic field[J]. Oil Geophysical Prospecting,2007,42(5):586–590.(in Chinese))
[14] 石显新,闫 述,傅君眉,等. 瞬变电磁法中心回线装置资料解释方法的改进[J]. 地球物理学报,2009,52(7):1 931–1 936.(SHI Xianxin,YAN Shu,FU Junmei,et al. Improvement for interpretation of central loop transient electromagnetic method[J]. Chinese Journal of Geophysics,2009,52(7):1 931–1 936.(in Chinese))
[15] 牛之琏. 时间域电磁法原理[M]. 长沙:中南大学出版社,2007:19–20.(NIU Zhilian. Theory of time domain electromagnetic method[M]. Changsha:Central South University Press,2007:19–20.(in Chinese))
[16] NABIGHIAN M. 勘查地球物理电磁法[M]. 赵经祥译. 北京:地质出版社,1992:206–207.(NABIGHIAN M. Electromagnetic methods in applied geophysics[M]. Translated by ZHAO Jingxiang. Beijing:Geological Publishing House,1992:206–207.(in Chinese))
[17] 实用积分表编委会. 实用积分表[M]. 合肥:中国科学技术大学出版社,2006:339–340.(Practical Table of Integral Committee. Practical table of integral[M]. Hefei:University of Science and Technology of China Press,2006:339–340.(in Chinese))
[18] 王立秋,周学圣. 双相滞热传导方程[M]. 济南:山东大学出版社,2000:392–395.(WANG Liqiu,ZHOU Xuesheng. Dual-phase- lagging heat conduction[M]. Jinan:Shandong University Press,2000:392–395.(in Chinese))
[19] 戚志鹏. 瞬变电磁多分量解释技术研究[硕士学位论文][D]. 西安:长安大学,2009.(QI Zhipeng. The multi-component interpretation technology of transient electromagnetic method[M. S. Thesis][D]. Xi?an:Chang?an University,2009.(in Chinese))
[20] ANDERSON W L. A hybrid fast Hankel transform algorithm for electromagnetic modeling[J]. Geophysics,1989,54(2):263–266.
[21] ANDERSON W L. Numerical integration of related Hankel transforms of orders 0 and 1 by adaptive digital filtering[J]. Geophysics,1979,44(7):1 287–1 305.
[22] LINZ P. A method for computing Bessel function integrals[J]. Mathematics of Computation. 1972,26(118):509–513.
[23] 席振珠,刘 剑,龙 霞,等. 瞬变电磁法三分量测量方法研究[J]. 中南大学学报:自然科学版,2010,41(1):272–276.(XI Zhenzhu,LIU Jian,LONG Xia,et al. Three-component measurement in transient electromagnetic method[J]. Journal of Central South University:Science and Technology,2010,41(1):272–276.(in Chinese)) |
| [1] |
MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
|
|
|
|