Multi-borehole three-dimensional induced polarization tomography method for tunnel water hazards ahead prospecting
[Display omitted] •We established a multiborehole tomography method to detect water-bearing structures.•We set tunnel configurations to conduct 3D IP measurements/detect geological units.•An IP reference model was constructed for water hazards in front of the tunnel.•The method’s effectiveness was v...
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| Vydané v: | Tunnelling and underground space technology Ročník 133; s. 104952 |
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| Hlavní autori: | , , , , , , |
| Médium: | Journal Article |
| Jazyk: | English |
| Vydavateľské údaje: |
Elsevier Ltd
01.03.2023
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| ISSN: | 0886-7798, 1878-4364 |
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| Abstract | [Display omitted]
•We established a multiborehole tomography method to detect water-bearing structures.•We set tunnel configurations to conduct 3D IP measurements/detect geological units.•An IP reference model was constructed for water hazards in front of the tunnel.•The method’s effectiveness was verified based on numerical simulation comparisons.•The method was applied in a drill-and-blast tunnel case in northwest China.
Water hazards may lead to some of the most dangerous disasters as the geological circumstances facing tunnel construction are becoming increasingly complex. As a result, more precise detection of water hazards in front of the tunnel is required. Accordingly, a multi-borehole three-dimensional induced polarization (IP) tomography method is proposed herein for tunnel construction. Electric field and sensitivity analyses are presented first, and two IP measurement configurations are then established for the cases in which three or four boreholes are used. For multi-borehole IP detection, two modifications to the IP inversion algorithm are proposed. First, the electrodes’ distance-based data weighting matrix was developed to restrict the inversion's negative effects associated with long-distance current and potential electrodes, and low signal-to-noise ratio (SNR) data. Second, a reference model constraint for water-bearing structures is constructed by utilizing its low-resistivity and high-chargeability characteristics. The multi-borehole three-dimensional IP tomography method was then validated based on numerical simulations. The results reveal that the method is capable of detecting resistivity and chargeability in regions between the tunnel's boreholes in three-dimensional space. The method was also applied in a water diversion tunnel in northwest China, and two water-bearing structures in front of the tunnel were predicted successfully; these outcomes verified the effectiveness of the method. |
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| AbstractList | [Display omitted]
•We established a multiborehole tomography method to detect water-bearing structures.•We set tunnel configurations to conduct 3D IP measurements/detect geological units.•An IP reference model was constructed for water hazards in front of the tunnel.•The method’s effectiveness was verified based on numerical simulation comparisons.•The method was applied in a drill-and-blast tunnel case in northwest China.
Water hazards may lead to some of the most dangerous disasters as the geological circumstances facing tunnel construction are becoming increasingly complex. As a result, more precise detection of water hazards in front of the tunnel is required. Accordingly, a multi-borehole three-dimensional induced polarization (IP) tomography method is proposed herein for tunnel construction. Electric field and sensitivity analyses are presented first, and two IP measurement configurations are then established for the cases in which three or four boreholes are used. For multi-borehole IP detection, two modifications to the IP inversion algorithm are proposed. First, the electrodes’ distance-based data weighting matrix was developed to restrict the inversion's negative effects associated with long-distance current and potential electrodes, and low signal-to-noise ratio (SNR) data. Second, a reference model constraint for water-bearing structures is constructed by utilizing its low-resistivity and high-chargeability characteristics. The multi-borehole three-dimensional IP tomography method was then validated based on numerical simulations. The results reveal that the method is capable of detecting resistivity and chargeability in regions between the tunnel's boreholes in three-dimensional space. The method was also applied in a water diversion tunnel in northwest China, and two water-bearing structures in front of the tunnel were predicted successfully; these outcomes verified the effectiveness of the method. |
| ArticleNumber | 104952 |
| Author | Liu, Bin Zhang, Yongheng Liu, Benchao Pang, Yonghao Cai, Yumei Bai, Peng Liu, Zhengyu |
| Author_xml | – sequence: 1 givenname: Yongheng surname: Zhang fullname: Zhang, Yongheng organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China – sequence: 2 givenname: Zhengyu surname: Liu fullname: Liu, Zhengyu organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China – sequence: 3 givenname: Peng surname: Bai fullname: Bai, Peng organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China – sequence: 4 givenname: Bin surname: Liu fullname: Liu, Bin email: liubin0635@163.com organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China – sequence: 5 givenname: Benchao surname: Liu fullname: Liu, Benchao organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China – sequence: 6 givenname: Yumei surname: Cai fullname: Cai, Yumei organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China – sequence: 7 givenname: Yonghao surname: Pang fullname: Pang, Yonghao organization: Geotechnical and Structural Engineering Research Center, Shandong University, No. 17923 Jingshi Road, Jinan, China |
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| Cites_doi | 10.1007/s00024-021-02907-8 10.1016/j.tust.2021.103987 10.1016/j.tust.2021.103988 10.1007/s10064-017-1114-4 10.1016/j.tust.2018.06.009 10.1016/j.tust.2013.05.001 10.1016/j.jappgeo.2021.104492 10.1093/gji/ggac130 10.1190/1.9781560801719.ch5 10.1016/j.jappgeo.2021.104510 10.1190/1.1438625 10.1016/j.enggeo.2013.02.010 10.1016/j.jappgeo.2018.08.012 10.1016/j.jappgeo.2018.06.001 10.1155/2020/8867382 10.1111/1365-2478.12929 10.1088/1742-2132/8/4/001 10.1111/j.1365-246X.2012.05372.x 10.1007/s10040-011-0819-x 10.1080/1064119X.2018.1494230 10.1190/1.1444877 10.1016/j.tust.2008.01.001 10.1093/gji/ggaa518 10.1002/geot.200800048 10.1016/j.tust.2016.12.011 10.1016/j.tust.2019.103033 10.1190/1.1443968 10.1016/j.jappgeo.2013.02.017 10.1007/s10064-017-1131-3 10.1016/j.tust.2018.04.014 10.1016/j.autcon.2019.103050 |
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| Keywords | Induced polarization measurement configuration Induced polarization inversion algorithm Tunnel construction Ahead prospecting Induced polarization Field experiment |
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•We established a multiborehole tomography method to detect water-bearing structures.•We set tunnel configurations to conduct 3D IP... |
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| SubjectTerms | Ahead prospecting Field experiment Induced polarization Induced polarization inversion algorithm Induced polarization measurement configuration Tunnel construction |
| Title | Multi-borehole three-dimensional induced polarization tomography method for tunnel water hazards ahead prospecting |
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