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Journal of ZheJiang University (Engineering Science)  2022, Vol. 56 Issue (7): 1404-1415    DOI: 10.3785/j.issn.1008-973X.2022.07.016
    
Tunnel lining crack detection method based on image compensation
Jian-feng WANG1,2(),Yu QIU1,Shui-zhou LIU1
1. School of Automobile, Chang’an University, Xi’an 710064, China
2. Shaanxi Road Traffic Intelligent Detection and Equipment Engineering Technology Research Centre, Xi’an 710064, China
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Abstract  

A tunnel lining crack detection method based on image compensation was proposed aiming at the problems of low accuracy for tunnel lining crack image recognition and poor reliability of detection data caused by the vibration of detection platform. A vehicle mounted tunnel lining crack detection system was developed, and a method for adaptive motion estimation between image frames was proposed. Adaptive motion estimation based on feature point matching was conducted on the image obtained by ambient light enhancement processing in order to establish the motion relationship between image frames. The Kalman filter algorithm was utilized to filter the motion parameters in order to remove the random vibration of the acquisition platform. Then the image compensation was realized through bicubic interpolation. A method for lining image crack segmentation based on adaptive block comprehensive filtering and morphological methods was proposed to effectively complete crack extraction and crack parameter measurement. The experimental results show that the proposed method can better compensate the vibration error of the acquisition platform, accurately extract the crack information, and realize the high-precision detection of the tunnel lining crack.



Key wordstunnel lining crack      image compensation      crack detection      motion estimation      morphological processing     
Received: 13 August 2021      Published: 26 July 2022
CLC:  U 456  
Fund:  国家重点研发计划资助项目(2020YFB1713303);陕西省重点研发计划资助项目(2020ZDLGY16-05)
Cite this article:

Jian-feng WANG,Yu QIU,Shui-zhou LIU. Tunnel lining crack detection method based on image compensation. Journal of ZheJiang University (Engineering Science), 2022, 56(7): 1404-1415.

URL:

https://www.zjujournals.com/eng/10.3785/j.issn.1008-973X.2022.07.016     OR     https://www.zjujournals.com/eng/Y2022/V56/I7/1404


基于图像补偿的隧道衬砌裂缝检测方法

针对检测平台振动导致隧道衬砌裂缝图像识别准确率低、检测数据可靠性差的问题,提出基于图像补偿的隧道衬砌裂缝检测方法.开发车载式隧道衬砌裂缝检测系统,提出图像帧间自适应运动估计的方法. 对采用环境光增强处理得到的图像进行基于特征点匹配的自适应运动估计,建立图像帧间的运动关系,用卡尔曼滤波算法对运动参数进行滤波,去除采集平台的无规则振动,经过双三次插值实现图像补偿. 提出基于自适应分块综合滤波和形态学方法的衬砌图像裂缝分割方法,有效地完成裂缝提取和裂缝参数计算. 实验结果表明,利用提出的方法能够较好地补偿采集平台的振动误差,准确地提取裂缝信息,实现隧道衬砌裂缝的高精度检测.


关键词: 隧道衬砌裂缝,  图像补偿,  裂缝检测,  运动估计,  形态学处理 
Fig.1 Detection system of tunnel lining crack
Fig.2 Visual field of detection system for tunnel lining
Fig.3 Process of crack detection method
Fig.4 Enhanced image
Fig.5 Image of initial matching
Fig.6 Comparison of two matching methods
Fig.7 Motion filtering results of Kalman filter
Fig.8 Cubic interpolation method
Fig.9 Adaptive blocking method
Fig.10 Comparison of edge detection algorithms
Fig.11 Comparison of threshold segmentation algorithms
Fig.12 Result of Canny and Otsu dual threshold synthesis
Fig.13 Results of region feature denoising and morphology
Fig.14 Calculation process of crack width
Fig.15 Calculation method of crack width
Fig.16 Image comparison before and after compensation
Fig.17 PSNR results of compensation method
Fig.18 Results of operation efficiency of three algorithms
隧道桩号 真实结果 补偿后结果 不补偿结果
XZ11+024~XZ11+034 斜向裂缝
XZ11+084~XZ11+094 斜向裂缝
XZ11+134~XZ11+144 纵向裂缝
XZ11+194~XZ11+204 纵向裂缝
XZ11+284~XZ11+294 横向裂缝
XZ11+314~XZ11+324 斜向裂缝
XZ11+374~XZ11+384 斜向裂缝
XZ11+414~XZ11+424 斜向裂缝
XZ11+464~XZ11+474 斜向裂缝
XZ11+514~XZ11+524 斜向裂缝
Tab.1 Comparison results of crack types
隧道桩号 D/mm
真实值 补偿后值 未补偿值
XZ11+024~XZ11+034 271.0 278.4 261.2
XZ11+084~XZ11+094 150.0 152.3 170.6
XZ11+134~XZ11+144 610.5 617.6 538.9
XZ11+194~XZ11+204 578.5 580.2 493.2
XZ11+284~XZ11+294 321.0 323.6 372.4
XZ11+314~XZ11+324 301.5 306.6 320.7
XZ11+374~XZ11+384 402.5 408.7 380.9
XZ11+414~XZ11+424 380.0 384.6 372.6
XZ11+464~XZ11+474 260.7 264.1 256.8
XZ11+514~XZ11+524 320.5 327.8 339.1
Tab.2 Comparison results of crack length
隧道桩号 W/mm
真实值 补偿后值 未补偿值
XZ11+024~XZ11+034 1.20 1.38 1.53
XZ11+084~XZ11+094 1.07 1.23 0.98
XZ11+134~XZ11+144 2.24 2.45 2.56
XZ11+194~XZ11+204 1.79 1.94 2.13
XZ11+284~XZ11+294 1.38 1.51 1.26
XZ11+314~XZ11+324 0.61 0.71 0.81
XZ11+374~XZ11+384 1.34 1.52 1.46
XZ11+414~XZ11+424 1.50 1.67 1.37
XZ11+464~XZ11+474 1.18 1.30 1.62
XZ11+514~XZ11+524 1.45 1.60 1.78
Tab.3 Comparison results of crack width
Fig.19 Calculation error of crack length and width
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