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基于改进U-net的沥青路面图像裂缝分割方法

张涛 王金 刘斌 许牛琦

张涛, 王金, 刘斌, 许牛琦. 基于改进U-net的沥青路面图像裂缝分割方法[J]. 交通信息与安全, 2023, 41(6): 90-99. doi: 10.3963/j.jssn.1674-4861.2023.06.010
引用本文: 张涛, 王金, 刘斌, 许牛琦. 基于改进U-net的沥青路面图像裂缝分割方法[J]. 交通信息与安全, 2023, 41(6): 90-99. doi: 10.3963/j.jssn.1674-4861.2023.06.010
ZHANG Tao, WANG Jin, LIU Bin, XU Niuqi. Crack Segmentation of Asphalt Pavement Images Based on Improved U-net[J]. Journal of Transport Information and Safety, 2023, 41(6): 90-99. doi: 10.3963/j.jssn.1674-4861.2023.06.010
Citation: ZHANG Tao, WANG Jin, LIU Bin, XU Niuqi. Crack Segmentation of Asphalt Pavement Images Based on Improved U-net[J]. Journal of Transport Information and Safety, 2023, 41(6): 90-99. doi: 10.3963/j.jssn.1674-4861.2023.06.010

基于改进U-net的沥青路面图像裂缝分割方法

doi: 10.3963/j.jssn.1674-4861.2023.06.010
基金项目: 

北京市自然科学基金项目 8232005

北京市自然科学基金-丰台轨道交通前沿研究联合基金项目 L221026

详细信息
    作者简介:

    张涛(1998—),硕士研究生. 研究方向:路面检测与养护管理. E-mail: zhangtaowoo@emails.bjut.edu.cn

    通讯作者:

    王金(1984—),博士,副教授. 研究方向:时空数据下道路基础设施表观巡检及安全分析. E-mail: j.wang@bjut.edu.cn

  • 中图分类号: U416.2

Crack Segmentation of Asphalt Pavement Images Based on Improved U-net

  • 摘要: 为提高基于图像的沥青路面裂缝分割精度,基于U-net架构提出了strip-attention-u-net(SAU)网络。该网络采用ResNeSt50作为特征提取网络,能有效地捕捉图像中的语义信息和局部细节;在编解码跳跃连接阶段、解码器上采样阶段分别引入通道增强条形池化(channel enhanced strip pooling,CESP)模块、卷积块注意力(convolutional block attention,CBA)模块,该模块能有效减少通道压缩导致的特征丢失情况,更好地保留裂缝特征;结合Dice Loss和Focal Loss的损失函数可以使模型关注像素占比小、难以分割的细长裂缝。为测试SAU网络的性能,使用EdmCrack600公共数据集和BJCrack600实验数据集开展了模块消融实验,并与典型图像分割模型(FCN、PSPNet、DeepLabv3、U-net、Attention U-net和U-net++)进行了对比。结果表明:在EdmCrack600公共数据集上的对比实验中,SAU网络的裂缝分割效果更佳,裂缝交并比(intersection over union,IoU)和F1分数分别为50.89%和83.59%;在BJCrack600实验数据集上进行网络训练和对比实验中,表明SAU网络在沥青路面裂缝分割上的性能更优,裂缝IoU和F1分数分别为69.69%和90.90%,可为道路养护提供更为智能化、高效的决策支持。

     

  • 图  1  SAU网络结构示意图

    Figure  1.  The structure of SAU network

    图  2  CESP模块

    Figure  2.  CESP module

    图  3  CBA结构图

    Figure  3.  The structure of CBA

    图  4  不同网络在EdmCrack600数据集上的预测结果

    Figure  4.  Comparisons of segmentation results on EdmCrack600 dataset among several networks

    图  5  SAU网络损失函数、F1与MIoU变化曲线

    Figure  5.  Curve of loss function, F1 and MIoU of SAU

    图  6  不同网络在自制数据集BJCrack600的预测结果

    Figure  6.  Comparisons of segmentation results on BJCrack600 among different networks

    表  1  基于EdmCrack600数据集SAU网络不同损失函数下的精度对比实验

    Table  1.   comparison of F1 score under different loss functions for SAU network on EdmCrack600 dataset  单位: %

    损失函数 MIoU IoU F1
    lossfocal 62.00 24.72 69.64
    lossdice
    lossfocal + lossdice 75.17 50.89 83.59
    下载: 导出CSV

    表  2  基于EdmCrack600数据集的SAU网络消融实验

    Table  2.   An ablation analysis of SAU network on EdmCrac600 dataset  单位: %

    模型 MIoU IoU F1
    U-net* 72.97 46.52 81.60
    U-net* + CESP 73.69 47.95 82.27
    U-net* + CBA 74.22 49.02 82.75
    SAU(U-net* + CESP + CBA) 75.17 50.89 83.59
    下载: 导出CSV

    表  3  基于BJCrack600数据集的SAU网络消融实验

    Table  3.   An ablation analysis of SAU network on BJCrack600 dataset  单位: %

    模型 MIoU IoU F1
    U-net* 82.21 65.14 89.26
    U-net* + CESP 82.97 66.69 89.82
    U-net* + CBA 84.33 69.32 90.78
    SAU(U-net* + CESP + CBA) 84.52 69.69 90.90
    下载: 导出CSV

    表  4  典型图像分割模型在EdmCrack600数据集中的性能对比

    Table  4.   Comparisons of different image segmentation networks on EdmCrack600 dataset

    模型 输入尺寸/(px×px) IoU/% MIoU/% F1/%
    FCN 512×512 32.33 65.83 69.93
    PSPNet 512×512 27.35 63.33 67.83
    U-net* 512×512 46.52 72.97 81.60
    Attention U-net 512×512 49.38 74.40 82.91
    U-net++ 512×512 48.55 74.00 82.54
    DeepLabv3 512×512 35.95 67.54 73.10
    SAU 512×512 50.89 75.17 83.59
    下载: 导出CSV

    表  5  典型图像分割模型在BJCrack600数据集的性能对比

    Table  5.   Comparisons of different image segmentation models on BJCrack600 dataset

    模型 输入尺寸/(px×px) IoU/% MIoU/% F1/%
    FCN 512×512 28.82 63.74 71.18
    PSPNet 512×512 3.37 50.81 52.87
    U-net* 512×512 66.86 83.09 89.90
    Attention U-net 512×512 67.92 83.62 90.28
    U-net++ 512×512 67.40 83.35 90.09
    DeepLabv3 512×512 39.95 69.37 75.93
    SAU 512×512 69.69 84.52 90.90
    下载: 导出CSV
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  • 收稿日期:  2023-07-03
  • 网络出版日期:  2024-04-03

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