用两阶段深度学习自动识别并分割隧道裂缝,提升检测精度与效率。
Automatic Classification and Segmentation of Tunnel Cracks Based on Deep Learning and Visual Explanations
- 先分类后分割:用DenseNet-169分类,DeepLabV3+分割裂缝
- 分类准确率92.23%,每秒处理39.8帧;分割IoU达57.01%
- 引入可视化解释,增强模型可读性,适合工程评估场景
隧道衬砌裂缝是判断隧道安全状态的关键指标。为提高裂缝分类与分割的准确率与效率,本文提出一种两阶段深度学习方法。第一阶段采用DenseNet-169构建自动隧道图像分类模型;第二阶段基于DeepLabV3+设计裂纹分割模型,并通过分数加权视觉解释技术评估其内部逻辑。该方法将分类与分割协同进行,使第一阶段筛选出的含裂图像在第二阶段被精准分割,从而提升检测精度与效率。实验验证表明,分类模型准确率达92.23%,每秒处理39.80帧,优于其他基于CNN和Transformer的模型;分割模型的交并比(IoU)为57.01%,F1得分为67.44%,优于当前主流模型。此外,提供的可视化解释有助于理解深度学习模型的“黑箱”机制。所提出的融合视觉解释的两阶段深度学习方法,为隧道健康状态的快速、精准量化评估提供了基础。
原文摘要 · Abstract (English)
Tunnel lining crack is a crucial indicator of tunnels' safety status. Aiming to classify and segment tunnel cracks with enhanced accuracy and efficiency, this study proposes a two-step deep learning-based method. An automatic tunnel image classification model is developed using the DenseNet-169 in the first step. The proposed crack segmentation model in the second step is based on the DeepLabV3+, whose internal logic is evaluated via a score-weighted visual explanation technique. Proposed method combines tunnel image classification and segmentation together, so that the selected images containing cracks from the first step are segmented in the second step to improve the detection accuracy and efficiency. The superior performances of the two-step method are validated by experiments. The results show that the accuracy and frames per second (FPS) of the tunnel crack classification model are 92.23% and 39.80, respectively, which are higher than other convolutional neural networks (CNN) based and Transformer based models. Also, the intersection over union (IoU) and F1 score of the tunnel crack segmentation model are 57.01% and 67.44%, respectively, outperforming other state-of-the-art models. Moreover, the provided visual explanations in this study are conducive to understanding the "black box" of deep learning-based models. The developed two-stage deep learning-based method integrating visual explanations provides a basis for fast and accurate quantitative assessment of tunnel health status.
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