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Automatic Detection Method for Shield Tunnel Segment Dislocation Based on Facility Point Cloud Removal and Segment
Kaikun Zhang1,2, Wei Li1,3, Qiuzhao Zhang1
1School of Environment and Spatial Informatics, China University of Mining and Technology, Xuzhou 221000, China.
Sensors (Basel, Switzerland)
|August 13, 2026
Summary
This study introduces an automated method using mobile laser scanning (MLS) to detect segment dislocation in subway tunnels. The approach enhances accuracy and automation for reliable structural health monitoring.
Area of Science:
- Geotechnical Engineering
- Civil Engineering
- Geomatics Engineering
Background:
- Mobile laser scanning (MLS) is crucial for monitoring subway tunnel deformation.
- Segment dislocation is a key indicator of tunnel structural health, affecting mechanical and waterproof performance.
- Existing MLS methods face challenges with facility interference, seam localization, and automation.
Purpose of the Study:
- To develop an automated method for shield tunnel segment dislocation detection using MLS point cloud processing.
- To improve the accuracy and reliability of quantitative analysis for tunnel structural health monitoring.
- To address limitations of current MLS-based methods in facility interference and seam localization.
Main Methods:
- A point cloud filtering strategy using offset features and semantic segmentation to remove noise.
- A tunnel segment segmentation method combining bolt hole extraction and moving template matching for seam localization.
- Automated segment dislocation analysis based on filtering and segmentation results.
Main Results:
- The proposed filtering method shows significant accuracy improvements over conventional techniques.
- The method achieves less than 2 mm deviation in seam localization and dislocation analysis, showing high consistency with manual interpretation.
- The automated analysis is more accurate and reliable than existing approaches, reducing manual inspection needs.
Conclusions:
- The developed method enhances automation, consistency, and reliability in shield tunnel deformation assessment.
- It provides an effective solution for structural health monitoring of subway tunnels.
- The approach significantly reduces the reliance on manual inspection for quantitative analysis.

