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CHEN Liang, YAN Shufa, WAN Yu. Application of cross-hole electrical method to detection of the hidden leakage of diaphragm walls[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(8): 1605-1614. DOI: 10.11779/CJGE20220518
Citation: CHEN Liang, YAN Shufa, WAN Yu. Application of cross-hole electrical method to detection of the hidden leakage of diaphragm walls[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(8): 1605-1614. DOI: 10.11779/CJGE20220518

Application of cross-hole electrical method to detection of the hidden leakage of diaphragm walls

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  • Received Date: April 27, 2022
  • Available Online: February 23, 2023
  • In order to locate the hidden leakage of underground diaphragm walls, the numerical simulation studies on the detection of leakage defects of underground diaphragm walls are carried out by using the cross-hole quadrupole method and the tripole method. The results show that the curve of change rate of the apparent resistivity is more effective than that of the apparent resistivity to identify the location of the hidden leakage. A quadrupole method is proposed to accurately detect the limit power supply pole distance and measuring pole distance of hidden leakage. When the power supply pole distance exceeds a certain distance, the quadrupole method can no longer detect hidden leakage. The tripole method can accurately detect the limit power supply distance and measuring distance of the hidden leakage. When the power supply distance increases, the tripole method can perceive the location of the hidden leakage, but the measuring accuracy of the tripole method decreases gradually. Finally, the feasibility of the cross-hole electrical method to accurately locate the leakage hidden danger of underground diaphragm walls is verified through the laboratory tests, which provides the effective reference for the subsequent similar projects.
  • [1]
    徐杨青, 刘国锋, 盛永清. 深基坑嵌岩地下连续墙隔渗效果分析与评价方法研究[J]. 岩土力学, 2013, 34(10): 2905-2910. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201310023.htm

    XU Yangqing, LIU Guofeng, SHENG Yongqing. Analysis and evaluation of sealing effect of rock-socketed underground diaphragm in deep foundation pit[J]. Rock and Soil Mechanics, 2013, 34(10): 2905-2910. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201310023.htm
    [2]
    张思源, 童立元, 朱文骏, 等. 常州地铁车站基坑地下连续墙不同接头型式分析[J]. 岩土工程学报, 2019, 41(增刊2): 240-243, 248. doi: 10.11779/CJGE2019S2060

    ZHANG Siyuan, TONG Liyuan, ZHU Wenjun, et al. Different mechanical modes of diaphragm wall joints for foundation pit of subway station in Changzhou[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 240-243, 248. (in Chinese) doi: 10.11779/CJGE2019S2060
    [3]
    SPRUIT R, VAN TOL F, BROERE W, et al. Distributed temperature sensing applied during diaphragm wall construction[J]. Canadian Geotechnical Journal, 2017, 54(2): 219-233. doi: 10.1139/cgj-2014-0522
    [4]
    蒋锋平, 刘国彬. 深基坑地下墙漏水引起地面沉降分析[J]. 岩土工程学报, 2010, 32(增刊2): 574-577. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S2141.htm

    JIANG Fengping, LIU Guobin. Surface subsidence caused by water seeping through diaphragm wall of deep foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S2): 574-577. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S2141.htm
    [5]
    张玉成, 杨光华, 钟志辉, 等. 软土基坑设计若干关键问题探讨及基坑设计实例应用分析[J]. 岩石力学与工程学报, 2012, 31(11): 2334-2343. doi: 10.3969/j.issn.1000-6915.2012.11.023

    ZHANG Yucheng, YANG Guanghua, ZHONG Zhihui, et al. Discussion on some key problems in soft soil foundation pit design and application analysis of design examples[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(11): 2334-2343. (in Chinese) doi: 10.3969/j.issn.1000-6915.2012.11.023
    [6]
    DAILY W, OWEN E. Cross-borehole resistivity tomography[J]. Geophysics, 1991, 56(8): 1228-1235. doi: 10.1190/1.1443142
    [7]
    BING Z, GREENHALGH S A. A synthetic study on crosshole resistivity imaging using different electrode arrays[J]. Exploration Geophysics, 1997, 28(1/2): 1-5.
    [8]
    BING Z, GREENHALGH S A. Cross-hole resistivity tomography using different electrode configurations[J]. Geophysical Prospecting, 2000, 48(5): 887-912. doi: 10.1046/j.1365-2478.2000.00220.x
    [9]
    LEONTARAKIS K, APOSTOLOPOULOS G V. Model Stacking (MOST) technique applied in cross-hole ERT field data for the detection of Thessaloniki ancient walls' depth[J]. Journal of Applied Geophysics, 2013, 93: 101-113. doi: 10.1016/j.jappgeo.2013.04.004
    [10]
    刘征宇, 李术才, 刘斌, 等. 基于距离加权约束算法的围岩三维电阻率CT反演成像研究[J]. 岩土工程学报, 2017, 39(4): 652-661. doi: 10.11779/CJGE201704009

    LIU Zhengyu, LI Shucai, LIU Bin, et al. 3D cross-hole resistivity inversion imaging of surrounding rock based on distance weighting constraint algorithm[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 652-661. (in Chinese) doi: 10.11779/CJGE201704009
    [11]
    NIE L C, SHEN J F, ZHOU P F, et al. Cross-hole ERT configuration assessment for boulder detection: a full-scale physical model test[J]. Journal of Environmental and Engineering Geophysics, 2020, 25(4): 569-579. doi: 10.32389/JEEG20-018
    [12]
    LIU B, PANG Y H, MAO D Q, et al. A rapid four-dimensional resistivity data inversion method using temporal segmentation[J]. Geophysical Journal International, 2020, 221(1): 586-602. doi: 10.1093/gji/ggaa019
    [13]
    张再源, 赵永辉, 葛双成. 基于贝叶斯二维反演的地下连续墙隐患电阻率成像[J]. 地球物理学进展, 2017, 32(4): 1868-1874. https://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ201704063.htm

    ZHANG Zaiyuan, ZHAO Yonghui, GE Shuangcheng. Electrical resistance tomography for underground diaphragm wall defect based on Bayesian inversion[J]. Progress in Geophysics, 2017, 32(4): 1868-1874. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ201704063.htm
    [14]
    HE J Z, LIAO S M, LIU M B, et al. Seepage visualization and detection of diaphragm wall leakage with electrical potential method: an experimental investigation[J]. Journal of Geophysics and Engineering, 2022, 19(5): 1082-1094. doi: 10.1093/jge/gxac072
    [15]
    周熙襄, 钟本善, 江玉乐. 点源二维电阻率法有限差分法正演计算[J]. 物化探电子计算技术, 1983, 5(2): 1-9. https://www.cnki.com.cn/Article/CJFDTOTAL-WTHT198302000.htm

    ZHOU Xixiang, ZHONG Benshan, JIANG Yule. Forward calculation of point source two-dimensional resistivity method by finite difference method[J]. Computing Techniques for Geophysical and Geochemical Exploration, 1983, 5(2): 1-9. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WTHT198302000.htm
    [16]
    张倩, 王玲, 江沸菠. 电阻率层析成像的二维改进粒子群优化算法反演[J]. 物探与化探, 2015, 39(5): 1047-1052. https://www.cnki.com.cn/Article/CJFDTOTAL-WTYH201505027.htm

    ZHANG Qian, WANG Ling, JIANG Feibo. 2-D Improved particle swarm optimization algorithm for electrical resistance tomography inversion[J]. Geophysical and Geochemical Exploration, 2015, 39(5): 1047-1052. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WTYH201505027.htm
    [17]
    王炳辉, 王志华, 姜朋明, 等. 饱和砂土不同孔隙率的电阻率特性研究[J]. 岩土工程学报, 2017, 39(9): 1739-1745. doi: 10.11779/CJGE201709024

    WANG Binghui, WANG Zhihua, JIANG Pengming, et al. Electrical resistivity characteristics of saturated sand with varied porosities[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1739-1745. (in Chinese) doi: 10.11779/CJGE201709024
    [18]
    林杰. 基于电阻率法的黏性土场地工程性质评价[J]. 岩土力学, 2016, 37(增刊2): 685-689. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S2087.htm

    LIN Jie. Evaluation of cohesive soil ground engineering properties based on resistivity method[J]. Rock and Soil Mechanics, 2016, 37(S2): 685-689. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S2087.htm
    [19]
    张瑾, 刘涛, 王旭春, 等. 微测井电法在基坑围护防渗检测中可行性研究[J]. 岩石力学与工程学报, 2017, 36(10): 2591-2600. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201710028.htm

    ZHANG Jin, LIU Tao, WANG Xuchun, et al. Feasibility study on micro-well logging method in impervious testing of foundation pit retaining structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(10): 2591-2600. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201710028.htm
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