Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (11): 3299-3306.doi: 10.16285/j.rsm.2022.1767

• Geotechnical Engineering • Previous Articles     Next Articles

Deep learning resistivity inversion method based on multi-scale edge features

LIU Zheng-yu1, 2, PANG Yong-hao1, 3, ZHANG Feng-kai1, 2, WAN Yong4, 5, 6 LIU lei4, 5, 6, CAI Yu-mei1, 3, LIU Jia-wen1, 2   

  1. 1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, Shandong 250061, China; 2. School of Civil Engineering, Shandong University, Jinan, Shandong 250061, 3. School of Qilu Transportation, Shandong University, Jinan, Shandong 250061, China; 4. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 5. Hubei Province Key Laboratory of Contaminated Sludge and Soil Science and Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 6. IRSM-CAS/HK PolyU Joint Laboratory on Solid Waste Science, Wuhan, Hubei 430071, China
  • Received:2022-11-11 Accepted:2023-01-16 Online:2023-11-28 Published:2023-11-29
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (52009071, 52109130) and the Fellowship of China Postdoctoral Science Foundation (2022M711933, 2022M711930).

Abstract: The DC resistivity method is an economical and efficient engineering geophysical detection method. It has been widely applied in engineering detection due to its high sensitivity to a water-bearing geological body. The linear inversion is now mainly used in the data imaging and interpretation of the DC resistivity method in real applications. However, its inversion results are easy to fall into the local optimum, which may lead to a wrong imaging result as well as the geological interpretation. The unsupervised inversion method can use both the physical laws and data mining. It could get rid of the dependence on the real model, and can retain the feasibility of global search ability in the real data. Based on the unsupervised inversion method, we developed a deep learning boundary characterization method based on multi-scale edge features. To solve the problem of the fuzzy boundary of inversion imaging, we proposed a multi-scale inversion method of resistivity based on convolution wavelet transform by drawing on the experience of multi-scale inversion in seismic and electromagnetic exploration. On this basis, we used the multi-scale inversion objective function as the loss function to correct the network gradient, and thus effectively improved its boundary characterization ability. We carried out field tests in the No. 1 air shaft project of the Shanghai regional airport connecting line. Taking the detection of the leakage point of the diaphragm wall of the 5th foundation pit as an example, we verified 15 low resistance anomalies to guide the reinforcement of the foundation pit, which proves that the method is feasible and effective.

Key words: DC resistivity inversion, unsupervised deep learning, multi-scale inversion, engineering verification

CLC Number: 

  • O 246
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[2] ZHANG Wen-jie,CHEN Yum-min. Pumping tests and leachate drawdown design in a municipal solid waste landfill[J]. , 2010, 31(1): 211 -215 .
[3] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[4] CHAI Bo, YIN Kun-long, XIAO Yong-jun. Characteristics of weak-soft zones of Three Gorges Reservoir shoreline slope in new Badong county[J]. , 2010, 31(8): 2501 -2506 .
[5] LI Min,CHAI Shou-xi,WANG Xiao-yan,WEI Li. Examination of reinforcement effect on basis of strength increment of reinforced saline soil with wheat straw and lime[J]. , 2011, 32(4): 1051 -1056 .
[6] LI Peng-yun , CHEN Xiao-guo , ZHANG Feng . Research for load-transfer mechanism of T-shaped rigid pile based on hyperbolic model[J]. , 2012, 33(S1): 223 -228 .
[7] WANG Jun ,YE Qiang ,SUN Qi ,YANG Fang ,HU Xiu-qing . Research on application of thin-wall tubular piles to Wenzhou tidal flat soil foundation treatment[J]. , 2012, 33(10): 3030 -3036 .
[8] LIU Jing-lei , WANG Jian-hua . Experimental study of effect of cyclic loading frequency on bearing capacity of suction anchor in soft clay[J]. , 2012, 33(12): 3653 -3658 .
[9] MING Hua-jun,FENG Xia-ting,CHEN Bing-rui,ZHANG Chuan-qing. Analysis of rockburst mechanism for deep tunnel based on moment tensor[J]. , 2013, 34(1): 163 -172 .
[10] ZHAO Yu , LI Xiao-hong , LU Yi-yu , KANG Yong , CHEN Lu-wang . Lyapunov exponent of surrounding rock system in process of unloading for deep-buried tunnel[J]. , 2008, 29(10): 2871 -2876 .