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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2023, Vol. 17 Issue (12): 1796-1812   https://doi.org/10.1007/s11709-023-0002-1
  本期目录
Hard-rock tunnel lithology identification using multi-scale dilated convolutional attention network based on tunnel face images
Wenjun ZHANG1,2, Wuqi ZHANG1, Gaole ZHANG1,2(), Jun HUANG3, Minggeng LI4, Xiaohui WANG4, Fei YE5, Xiaoming GUAN6
1. School of Civil Engineering, Tianjin University, Tianjin 300350, China
2. School of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China
3. Jiangxi Communications Design and Research Institute Co., Ltd., Nanchang 330000, China
4. China Railway 18th Bureau Group Co., Ltd., Tianjin 300222, China
5. School of Highway, Chang’an University, Xi’an 710064, China
6. School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China
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Abstract

For real-time classification of rock-masses in hard-rock tunnels, quick determination of the rock lithology on the tunnel face during construction is essential. Motivated by current breakthroughs in artificial intelligence technology in machine vision, a new automatic detection approach for classifying tunnel lithology based on tunnel face images was developed. The method benefits from residual learning for training a deep convolutional neural network (DCNN), and a multi-scale dilated convolutional attention block is proposed. The block with different dilation rates can provide various receptive fields, and thus it can extract multi-scale features. Moreover, the attention mechanism is utilized to select the salient features adaptively and further improve the performance of the model. In this study, an initial image data set made up of photographs of tunnel faces consisting of basalt, granite, siltstone, and tuff was first collected. After classifying and enhancing the training, validation, and testing data sets, a new image data set was generated. A comparison of the experimental findings demonstrated that the suggested approach outperforms previous classifiers in terms of various indicators, including accuracy, precision, recall, F1-score, and computing time. Finally, a visualization analysis was performed to explain the process of the network in the classification of tunnel lithology through feature extraction. Overall, this study demonstrates the potential of using artificial intelligence methods for in situ rock lithology classification utilizing geological images of the tunnel face.

Key wordshard-rock tunnel face    intelligent lithology identification    multi-scale dilated convolutional attention network    image classification    deep learning
收稿日期: 2022-10-13      出版日期: 2024-02-05
Corresponding Author(s): Gaole ZHANG   
 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2023, 17(12): 1796-1812.
Wenjun ZHANG, Wuqi ZHANG, Gaole ZHANG, Jun HUANG, Minggeng LI, Xiaohui WANG, Fei YE, Xiaoming GUAN. Hard-rock tunnel lithology identification using multi-scale dilated convolutional attention network based on tunnel face images. Front. Struct. Civ. Eng., 2023, 17(12): 1796-1812.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-023-0002-1
https://academic.hep.com.cn/fsce/CN/Y2023/V17/I12/1796
Fig.1  
Fig.2  
rock lithology category total number training validation testing
basalt 370 222 74 74
granite 430 258 86 86
siltstone 410 246 82 82
tuff` 420 252 84 84
total number 1630 978 326 326
after augmentation 8150 5868 1956 326
Tab.1  
Fig.3  
layer output filters
Conv1 112 × 112 7 × 7, 64, stride 2
Conv2 56 × 56 3 × 3 max pool, stride 2
[ 1×1643×364C =4 1×1256] ×3
Conv3 28 × 28 [ 1×11283×3128C =4 1×1512] ×4
Conv4 14 × 14 [ 1×1643×364C =4 1×1256] ×23
Conv5 7 × 7 [ 1×11283×3128C =4 1×1512] ×3
pooling 1 × 1 global average pool4-d fully connected, softmax
Tab.2  
Fig.4  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
parameter value
batch size 64
initial learning rate 0.0001
epoch 200
group 4
dilation rate {1,2,3,4}
SE ratio 16
Tab.3  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
model rock classes metrics
accuracy precision recall F1-score ACCave Pave Rave Fave
1 basalt 0.834 0.625 0.676 0.649 0.842 0.659 0.666 0.660
granite 0.880 0.747 0.826 0.785
siltstone 0.868 0.729 0.756 0.743
tuff 0.785 0.536 0.405 0.462
2 basalt 0.883 0.757 0.716 0.736 0.914 0.841 0.824 0.830
granite 0.975 0.988 0.919 0.952
siltstone 0.963 0.973 0.878 0.923
tuff 0.834 0.647 0.786 0.710
3 basalt 0.868 0.663 0.851 0.746 0.908 0.830 0.819 0.814
granite 0.911 0.967 0.686 0.803
siltstone 0.963 0.880 0.988 0.931
tuff 0.890 0.808 0.750 0.778
4 basalt 0.853 0.641 0.797 0.711 0.885 0.775 0.771 0.750
granite 0.911 0.771 0.942 0.848
siltstone 0.960 0.888 0.963 0.924
tuff 0.816 0.800 0.381 0.516
5 basalt 0.966 0.931 0.919 0.925 0.965 0.930 0.930 0.930
granite 0.969 0.952 0.931 0.941
siltstone 0.972 0.919 0.976 0.947
tuff 0.950 0.914 0.893 0.904
6 basalt 0.982 0.972 0.946 0.959 0.983 0.968 0.966 0.967
granite 0.988 1.000 0.953 0.976
siltstone 0.997 1.000 0.988 0.994
tuff 0.966 0.901 0.976 0.937
Tab.4  
model execution time (s) memory size (B)
LeNet 0.556 480.00 × 103
AlexNet 0.542 55.60 × 106
ResNet-101 0.892 170.00 × 106
MobileNet-v2 0.416 8.73 × 106
ConvNext-XL 0.832 1.50 × 109
the proposed model 0.621 162.00 × 106
Tab.5  
Fig.13  
Fig.14  
Fig.15  
Fig.16  
Fig.17  
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