Your browser doesn't support javascript.
loading
A Coal Mine Tunnel Deformation Detection Method Using Point Cloud Data.
Kang, Jitong; Li, Mei; Mao, Shanjun; Fan, Yingbo; Wu, Zheng; Li, Ben.
Affiliation
  • Kang J; Institute of Remote Sensing and Geographic Information System, Peking University, Beijing 100871, China.
  • Li M; Institute of Remote Sensing and Geographic Information System, Peking University, Beijing 100871, China.
  • Mao S; Institute of Remote Sensing and Geographic Information System, Peking University, Beijing 100871, China.
  • Fan Y; Institute of Remote Sensing and Geographic Information System, Peking University, Beijing 100871, China.
  • Wu Z; Institute of Remote Sensing and Geographic Information System, Peking University, Beijing 100871, China.
  • Li B; Institute of Remote Sensing and Geographic Information System, Peking University, Beijing 100871, China.
Sensors (Basel) ; 24(7)2024 Apr 04.
Article in En | MEDLINE | ID: mdl-38610509
ABSTRACT
In recent years, the deformation detection technology for underground tunnels has played a crucial role in coal mine safety management. Currently, traditional methods such as the cross method and those employing the roof abscission layer monitoring instrument are primarily used for tunnel deformation detection in coal mines. With the advancement of photogrammetric methods, three-dimensional laser scanners have gradually become the primary method for deformation detection of coal mine tunnels. However, due to the high-risk confined spaces and distant distribution of coal mine tunnels, stationary three-dimensional laser scanning technology requires a significant amount of labor and time, posing certain operational risks. Currently, mobile laser scanning has become a popular method for coal mine tunnel deformation detection. This paper proposes a method for detecting point cloud deformation of underground coal mine tunnels based on a handheld three-dimensional laser scanner. This method utilizes SLAM laser radar to obtain complete point cloud information of the entire tunnel, while projecting the three-dimensional point cloud onto different planes to obtain the coordinates of the tunnel centerline. By using the calculated tunnel centerline, the three-dimensional point cloud data collected at different times are matched to the same coordinate system, and then the tunnel deformation parameters are analyzed separately from the global and cross-sectional perspectives. Through on-site collection of tunnel data, this paper verifies the feasibility of the algorithm and compares it with other centerline fitting and point cloud registration algorithms, demonstrating higher accuracy and meeting practical needs.
Key words

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sensors (Basel) Year: 2024 Document type: Article Affiliation country:

Full text: 1 Collection: 01-internacional Database: MEDLINE Language: En Journal: Sensors (Basel) Year: 2024 Document type: Article Affiliation country: