Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2023, Vol. 60 Issue (6) :175-182    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
High-precision Measurement of Joint between Shield Tunnel Segments Based on SegFormer Model
(1. CCCC Second Harbor Engineering Company Ltd., Wuhan 430040; 2. R&D Center for Intelligent Manufacturing Technology of Transportation Infrastructure in Transportation Industry, Wuhan 430040; 3. Wuhan University, Wuhan 430000)
Download: PDF (2899KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In order to efficiently and precisely measure shield tunnel segment erection joint, the segment joint seg? mentation algorithm based on the SegFormer model is created, the grey space distribution information of segment joints is extracted, crude coding of image features is improved to fine coding, and the fine local features are captured while the global distribution information of segment joint is maintained, so as to enhance the robustness and accuracy of the algorithm. According to the study, the segment joint segmentation algorithm based on the SegFormer model has a measurement accuracy of 2~3 pixels. In order to widely apply the segment joint measurement algorithm, the hardware solution that combines smartphone, laser ranging and double-side supplementary lighting is proposed, so that the algorithm is deployed on a cloud server and the segment joint can be quickly measured on site by using the APP. According to comparison with manual measurement results, the photograph of segment joint shot within 5 m by a mobile phone with 10X optical zoom has physical accuracy of <0.5 mm, which is enough to meet the segment joint measurement standard.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
YANG Zhao1
2 GAO Ruchao1
2 JI Fuquan1
2 CHEN Peishuai1
2 LI Mingpeng3
KeywordsShield tunnel   Segment joint measurement   SegFormer model   Optical measurement   Semantic segmenta? tion     
Abstract: In order to efficiently and precisely measure shield tunnel segment erection joint, the segment joint seg? mentation algorithm based on the SegFormer model is created, the grey space distribution information of segment joints is extracted, crude coding of image features is improved to fine coding, and the fine local features are captured while the global distribution information of segment joint is maintained, so as to enhance the robustness and accuracy of the algorithm. According to the study, the segment joint segmentation algorithm based on the SegFormer model has a measurement accuracy of 2~3 pixels. In order to widely apply the segment joint measurement algorithm, the hardware solution that combines smartphone, laser ranging and double-side supplementary lighting is proposed, so that the algorithm is deployed on a cloud server and the segment joint can be quickly measured on site by using the APP. According to comparison with manual measurement results, the photograph of segment joint shot within 5 m by a mobile phone with 10X optical zoom has physical accuracy of <0.5 mm, which is enough to meet the segment joint measurement standard.
KeywordsShield tunnel,   Segment joint measurement,   SegFormer model,   Optical measurement,   Semantic segmenta? tion     
Cite this article:   
YANG Zhao1, 2 GAO Ruchao1, 2 JI Fuquan1 etc .High-precision Measurement of Joint between Shield Tunnel Segments Based on SegFormer Model[J]  MODERN TUNNELLING TECHNOLOGY, 2023,V60(6): 175-182
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2023/V60/I6/175
 
No references of article
[1] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[2] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[3] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[4] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
[5] YI Dan1 XUE Haoyun2 YANG Shaoyi2 YU Bo1 FENG Kun2 LIN Gang1.Analysis of the Influence of Bolt Failure of Shield Tunnel Segment Structure on Transverse Seismic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 174-181
[6] JIA Yonggang1 HAO Zihan1 LU Weidong1 WU Fan1 YANG Weiwei2.Mechanical Behavior of Steel Fiber Reinforced Concrete Segments with Different Joint Configurations[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 182-196
[7] TAN Xinyu1 WEI Meng1,2 LAN Lingshen1 SHANG Qiang1 ZHANG Haitao1.Experimental Test and Mechanism Study on Soil Adhesion Reduction Techniques for Mud Cake Formation on Shield Cutterheads[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 219-229
[8] LIU Pengfei1,2 ZENG Dexing2 WANG Xiao3 YANG Zhao2 LI Yu2.Experimental Evaluation and Application Study on the Shield Muck Cake Decomposition Agents[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 230-237
[9] HU Yunjin1,2,3 ZHU Mingwei GAO Huicai REN Zhihao1,2,3.null[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 50-59
[10] LI Hanyuan1,2 FENG Jin1 GUO Hongyu1 XIE Xiongyao2 ZHOU Hongsheng1 SUN Fei.Study on the Combined Bearing Mechanical Characteristics of the Double-layer Lining Structure of Subsea Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(3): 126-138
[11] ZHANG Xinyang1,2 SHEN Yusheng1,2 CHANG Mingyu1,2 LIU Tong1,2 SUN Tianshe3, 4 HU Shuai3, 4.Study on the Control Law of Surface Deformation in Shield Tunnels in Mudstone Strata with the Clay Shock Construction Method[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 283-290
[12] YU Tongsheng1,2 GUAN Linxing3 YAN Zhiguo1,2.A Review of Researches on the Multi-disaster Scenarios and Structural Responses in Metro Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 16-26
[13] ZHU Yeting1,2 ZHU Yanfei1 WANG Zhihua1,3 WANG Shuaifeng4 WANG Hao1 MA Zhigang1.Theoretical Innovation, Method Implementation, and Engineering Verification of Shield Machine with Thrust Vector Intelligent Control[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 71-78
[14] XIAO Mingqing1 FENG Kun2 XUE Guangqiao1 WANG Yunchao2 LU Zhipeng1 CHEN Long2.Study on the Influence Factors of Additional Earth Pressure Caused by Shield Attitude Deviation in Soft Soil Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 141-150
[15] YAO Zhanhu1 YANG Qin2 LI Hui2 WEI Daiwei2 MENG Jia2.Study and Application of Dual-component Synchronous Grouting Technology in Shield Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 265-273
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY