Intelligent Recognition Method of Tunnel Face Joints and Fissures Using Convolutional Neural Network

被引:0
作者
Zhang, Yun-Bo [1 ]
Lei, Ming-Feng [1 ]
Xiao, Yong-Zhuo [1 ]
Liu, Guang-Hur [2 ]
Deng, Xmg-Xmg [2 ]
Yang, Fu-Yu [2 ]
Lu, Bao-Jin [2 ]
Li, Chong-Yang [2 ]
机构
[1] School of Civil Engineering, Central South University, Hunan, Changsha
[2] Guizhou Road & Bridge Group Co. Ltd., Guizhou, Guiyang
来源
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport | 2024年 / 37卷 / 07期
关键词
deep learning; instance segmentation; joints and fissures; tunnel engineering; tunnel face sketch;
D O I
10.19721/j.cnki.1001-7372.2024.07.003
中图分类号
TB18 [人体工程学]; Q98 [人类学];
学科分类号
030303 ; 1201 ;
摘要
To address the issues of insufficient recognition accuracy, low robustness, and slow detection speed in existing tunnel face joint and fissure recognition methods, this paper proposes a novel algorithm called mask-region convolutional neural network-EfficientNet (Mask R-CNN-E) based on the Mask R-CNN instance segmentation algorithm for tunnel face joint and fissure recognition. This algorithm incorporates the advanced EfficientNet as the backbone network to enhance the feature extraction capability of Mask R-CNN, thereby significantly improving recognition accuracy. EfficientNet employs a compound scaling method to effectively balance network depth, width, and resolution, achieving an optimal tradeoff between computational efficiency and accuracy. During the model training process, multiscale training and poly-learning rate adjustment strategies were adopted to enhance the robustness of the algorithm. The performance of the algorithm was evaluated using the mean average precision (Am) metric, and comparative experiments were conducted using the traditional Mask R-CNN algorithm. In addition, a skeleton algorithm was employed to refine the joint and fissure mask outputs of the model to obtain more precise quantitative information on joints and fissures. The results show that the improved algorithm achieved a bounding box mean average precision (b_Am) of 0. 656 and a segmentation mean average precision (s-Am) of 0. 436, with both significantly higher than those of the traditional method, indicating superior recognition accuracy. The improved Mask R-CNN-E algorithm significantly enhances tunnel face joint and fissure recognition, exhibiting stronger robustness and anti-interference capabilities in complex tunnel environments. In terms of joint and fissure length measurements, the algorithmic error was controlled within the range of 1. 5%-9. 8%, which satisfies engineering requirements. This method not only offers high theoretical accuracy and robustness but also provides more reliable support in practical applications, which is crucial for improving the safety and efficiency of tunnel engineering. © 2024 Chang'an University. All rights reserved.
引用
收藏
页码:35 / 45
页数:10
相关论文
共 31 条
[1]  
FAN Chun-tan, LIANG Qing-guo, YUE Jian-pmg, Et al., Study on fine classification of surrounding rock during construction stage of underground cavern with layered rock mass [j], China Journal of Highway and Transport, 36, 4, pp. 169-182, (2023)
[2]  
ZHU Zhi-heng, FU Jin-yang, YANG Jun-sheng, Quality detection for tunnel excavation and support based on 3DZI [J], China Journal of Highway and Transport, 33, 12, pp. 176-189, (2020)
[3]  
LIU De-jun, ZHONG Fei, HUANG Hong-wei, Et al., Present status and development trend of diagnosis and treatment of tunnel lining diseases [J], China Journal of Highway and Transport, 34, 11, pp. 178-199, (2021)
[4]  
LENG B, YANG H, HOU G P, Et al., Rock mass trace line identification incorporated with grouping algorithm at tunnel faces [j], Tunnelling and Underground Space Technology, 110, (2021)
[5]  
LENG Biao, ZHANG Yi, YANG Hui, Et al., Rapid recognition of rock mass fractures in tunnel faces [J], Journal of Southwest Jiaotong University, 56, 2, pp. 246-252, (2021)
[6]  
LIU Yu-fei, FAN Jian-sheng, NIE Jian-guo, Et al., Review and prospect of digital-image-based crack detection of structure surface [j], China Civil Engineering Journal, 54, 6, pp. 79-98, (2021)
[7]  
YUE Qing-rui, XU Gang, LIU Xiao-gang, Crack intelligent recognition and bridge monitoring methods [J], China Journal of Highway and Transport, 37, 2, pp. 16-28, (2024)
[8]  
CHEN J Y, HUANG H W, ZHOU M L, Et al., Towards semi-automatic discontinuity characterization in rock tunnel faces using 3D point clouds [J], Engineering Geology, 291, (2021)
[9]  
ZHANG Pu-wen, XIAO Pei-wei, QI Shun-chao, Et al., Automatic rock mass discontinuity detection in tunnel excavation process based on point cloud data [J/OL], Journal of Engineering Geology, pp. 1-14
[10]  
XIE Zhuang, CHEN Bao-lin, FU Jm-yang, Et al., Digital identification and application of rock mass structure on tunnel excavation face based on computer vision 3D reconstruction J], Journal of Railway Science and Engineering, 16, 4, pp. 1001-1007, (2019)