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图像分块下的隧道裂缝识别方法

尹冠生 高建国 史明辉 靳明珠 拓宏亮 李昌 张博

尹冠生, 高建国, 史明辉, 靳明珠, 拓宏亮, 李昌, 张博. 图像分块下的隧道裂缝识别方法[J]. 交通运输工程学报, 2022, 22(2): 148-159. doi: 10.19818/j.cnki.1671-1637.2022.02.011
引用本文: 尹冠生, 高建国, 史明辉, 靳明珠, 拓宏亮, 李昌, 张博. 图像分块下的隧道裂缝识别方法[J]. 交通运输工程学报, 2022, 22(2): 148-159. doi: 10.19818/j.cnki.1671-1637.2022.02.011
YIN Guan-sheng, GAO Jian-guo, SHI Ming-hui, JIN Ming-zhu, TUO Hong-liang, LI Chang, ZHANG Bo. Tunnel crack recognition method under image block[J]. Journal of Traffic and Transportation Engineering, 2022, 22(2): 148-159. doi: 10.19818/j.cnki.1671-1637.2022.02.011
Citation: YIN Guan-sheng, GAO Jian-guo, SHI Ming-hui, JIN Ming-zhu, TUO Hong-liang, LI Chang, ZHANG Bo. Tunnel crack recognition method under image block[J]. Journal of Traffic and Transportation Engineering, 2022, 22(2): 148-159. doi: 10.19818/j.cnki.1671-1637.2022.02.011

图像分块下的隧道裂缝识别方法

doi: 10.19818/j.cnki.1671-1637.2022.02.011
基金项目: 

国家自然科学基金项目 11702033

陕西省交通运输厅科技项目 13-16K

长安大学研究生科研创新实践项目 300103714017

详细信息
    作者简介:

    尹冠生(1958-),男,河北石家庄人,长安大学教授,工学博士,从事桥梁与隧道结构安全评估检测研究

  • 中图分类号: U456.3

Tunnel crack recognition method under image block

Funds: 

National Natural Science Foundation of China 11702033

Science and Technology Project of Department of Transport of Shaanxi Province 13-16K

Scientific Innovation Practice Project of Postgraduates of Chang'an University 300103714017

More Information
  • 摘要: 针对隧道衬砌表面不均匀光照、渗水和噪声等强视觉干扰,设计了基于图像分块的隧道衬砌裂缝检测算法;根据中国西部地区的地理特征和隧道衬砌的外观病害,研制开发出一种快速、自动化的非接触式智能隧道结构物外观检测系统; 以非均匀光照下隧道图像数据集为研究对象,在图像分块的基础上提出一种适用于隧道裂缝特征提取的图像识别算法;研究了电子元件产生的噪声,并分析和总结了隧道衬砌的灾害特征;根据裂缝特征和分辨率将图像矩阵划分为适当数量的区域块,根据区域块的灰度特征将原始图像划分为目标背景区、目标病害区、病害背景区和其他区域,通过最大类间方差法和局部阈值法分割得到了隧道裂缝的粗图像,在此基础上进行了粗图像裂缝特征提取;对原始图像的每个区域块进行了对比度受限的自适应直方图均衡操作和局部阈值分割,得到了细节图像;将细节图像和粗图像的重叠区域设为理想裂缝二值化图像;结合隧道结构物外观检测系统对不同方向的裂缝图像进行了二值化试验,并通过隧道裂缝定位和投影法得到了隧道衬砌图像中裂缝的位置信息和方向。研究结果表明:提出的算法对隧道裂缝识别的准确值、召回率和F值可分别达90.34%、98.78%和94.37%,既可以保证隧道裂缝的完整性,也可以在非均匀光照下最大程度地保留目标裂缝的细节,可用于处理一般灰度图像的二值化问题。

     

  • 图  1  隧道结构物外观快速检测系统

    Figure  1.  Rapid inspection system for appearance of tunnel structures

    图  2  隧道快速检测系统的工作流程

    Figure  2.  Working flow of tunnel rapid inspection system

    图  3  风子沟隧道裂缝图像

    Figure  3.  Crack image of Fengzigou Tunnel

    图  4  隧道图像直方图对比

    Figure  4.  Histogram comparison of tunnel images

    图  5  堡子梁隧道裂缝图像

    Figure  5.  Crack image of Baoziliang Tunnel

    图  6  区域划分

    Figure  6.  Area division

    图  7  粗图像操作流程

    Figure  7.  Operation flow of rough image

    图  8  粗图像提取

    Figure  8.  Rough image extraction

    图  9  隧道裂缝图像二值化流程

    Figure  9.  Binary process of tunnel crack image

    图  10  隧道裂缝图像提取结果

    Figure  10.  Tunnel crack image extraction results

    图  11  隧道裂缝的二值化对比

    Figure  11.  Binarization contrast of tunnel crack

    图  12  横向裂缝下灰度投影

    Figure  12.  Grayscale projections of lateral cracks

    图  13  斜裂缝下灰度投影

    Figure  13.  Grayscale projections of inclined cracks

    表  1  隧道图像视觉特征

    Table  1.   Visual characteristics of tunnel images

    隧道图像 图像尺寸/(像素×像素) 平均灰度 灰度标准差 视觉特征
    图 3 2 048×2 448 117.54 36.19 不均匀光照, 渗水病害
    图 5 2 048×24 48 125.94 38.42 不均匀光照, 杂物病害
    图 11(a) 2 048×2 448 114.32 33.88 不均匀光照,清晰裂缝
    图 11(b) 2 048×2 448 119.76 32.52 不均匀光照,细小裂缝
    图 11(c) 2 048×2 448 139.27 41.49 不均匀光照,裂缝伴随干扰,多条裂缝
    图 11(d) 2 048×2 448 118.89 34.13 不均匀光照,裂缝隐藏于阴影中
    下载: 导出CSV
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  • 收稿日期:  2021-10-28
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