TY - JOUR
T1 - A hybrid attention deep learning network for refined segmentation of cracks from shield tunnel lining images
AU - Zhao, Shuai
AU - Zhang, Guokai
AU - Zhang, Dongming
AU - Tan, Daoyuan
AU - Huang, Hongwei
N1 - Funding Information:
The financial support from the Ministry of Science and Technology of the People's Republic of China (Grant No. 2021YFB2600804 ), the Open Research Project Programme of the State Key Laboratory of Internet of Things for Smart City ( University of Macau ) (Grant No. SKL-IoTSC(UM)-2021-2023/ORPF/A19/2022 ) and the General Research Fund ( GRF ) project (Grant No. 15214722 ) from Research Grants Council (RGC) of Hong Kong Special Administrative Region Government of China are gratefully acknowledged.
Publisher Copyright:
© 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
PY - 2023/12
Y1 - 2023/12
N2 - 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.
AB - 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.
KW - Channel attention
KW - Crack disjoint problem
KW - Crack segmentation
KW - Position attention
KW - U-net
UR - http://www.scopus.com/inward/record.url?scp=85160257528&partnerID=8YFLogxK
U2 - 10.1016/j.jrmge.2023.02.025
DO - 10.1016/j.jrmge.2023.02.025
M3 - Journal article
AN - SCOPUS:85160257528
SN - 1674-7755
VL - 15
SP - 3105
EP - 3117
JO - Journal of Rock Mechanics and Geotechnical Engineering
JF - Journal of Rock Mechanics and Geotechnical Engineering
IS - 12
ER -