一种用于盾构隧道衬砌图像裂纹精细分割的混合注意力深度学习网络

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Journal of Rock Mechanics and Geotechnical Engineering Pub Date : 2023-12-01 DOI:10.1016/j.jrmge.2023.02.025
Shuai Zhao , Guokai Zhang , Dongming Zhang , Daoyuan Tan , Hongwei Huang
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引用次数: 2

摘要

本研究通过将新设计的通道和位置关注模块整合到U-Net中,开发了一种位置-通道混合网络(PCNet),以缓解通道和空间维度上的裂缝不连续问题。在PCNet中,U-Net作为基线从盾构隧道衬砌裂缝图像中提取信息空间和通道特征。在U-Net的每个卷积层之后,设计了通道和位置关注模块,对通道和空间维度上的特征依赖关系进行建模。这些关注模块可以使U-Net自适应地将局部裂缝特征与其全局依赖关系集成在一起。利用该数据集对上海地铁盾构隧道的图像进行了实验。结果验证了所设计的通道和位置注意模块的有效性,分别可将平衡精度(BA)提高11.25%和12.95%,将相交/联合(IoU)提高10.79%和11.83%,将F1分数提高9.96%和10.63%。与测试数据集上最先进的模型(即LinkNet, PSPNet, U-Net, PANet和Mask R-CNN)相比,由于实现了通道和位置注意模块,所提出的PCNet在BA, IoU和F1分数方面优于其他模型。这些评价指标表明,该方法对盾构隧道衬砌裂缝的分割效果较好,是一种实用的裂缝分割方法。
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A hybrid attention deep learning network for refined segmentation of cracks from shield tunnel lining images

This research developed a hybrid position-channel network (named PCNet) through incorporating newly designed channel and position attention modules into U-Net to alleviate the crack discontinuity problem in channel and spatial dimensions. In PCNet, the U-Net is used as a baseline to extract informative spatial and channel-wise features from shield tunnel lining crack images. A channel and a position attention module are designed and embedded after each convolution layer of U-Net to model the feature interdependencies in channel and spatial dimensions. These attention modules can make the U-Net adaptively integrate local crack features with their global dependencies. Experiments were conducted utilizing the dataset based on the images from Shanghai metro shield tunnels. The results validate the effectiveness of the designed channel and position attention modules, since they can individually increase balanced accuracy (BA) by 11.25% and 12.95%, intersection over union (IoU) by 10.79% and 11.83%, and F1 score by 9.96% and 10.63%, respectively. In comparison with the state-of-the-art models (i.e. LinkNet, PSPNet, U-Net, PANet, and Mask R–CNN) on the testing dataset, the proposed PCNet outperforms others with an improvement of BA, IoU, and F1 score owing to the implementation of the channel and position attention modules. These evaluation metrics indicate that the proposed PCNet presents refined crack segmentation with improved performance and is a practicable approach to segment shield tunnel lining cracks in field practice.

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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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