Acquiring sectional profile of metro tunnels using charge-coupled device cameras

Abstract Timely acquiring deformation of sectional profile is a proactive maintenance activity for ensuring the safety of tunnels. Metro tunnels, especially constructed by shield tunnelling method, are long span infrastructures need to inspect their deformations at many different positions. This is a vast amount of work if carried by traditional approaches manually. Some advanced technologies, such as terrestrial laser scanning, are also unable to carry out the work quickly and economically. However, only severe deformations that may lead to emergency action are required to be detected timely. Thus, the urgent demands for acquiring sectional profile of metro tunnel should be of fast in operation, accuracy under tolerable acceptance and competitive with cost efficient. This paper focuses on the method of acquiring sectional profile of metro tunnels by a cart equipped with charge-coupled device cameras. The geometric features of sectional profile are extracted from images by a series of algorithms based on photogrammetry. Using this method, the speed of acquisition is improved no less than 5 km/h with acceptable accuracy. An on-site application validates that this method is sufficient for screening out severe deformations in metro tunnel.

[1]  T. Clarke,et al.  BUILDING A DIGITAL CLOSE RANGE THREE DIMENSIONAL MEASURING SYSTEM FOR LESS THAN £5000 , 1993 .

[2]  G. Jackel,et al.  State-of-the-art of Non-destructive Testing Methods for Determining the State of a Tunnel Lining , 1995 .

[3]  J. A. Richards Inspection, maintenance and repair of tunnels: International lessons and practice , 1998 .

[4]  Maurice Idoux Multisensor system for tunnel inspection , 2005, SPIE/COS Photonics Asia.

[5]  A. Shaji,et al.  Measurement system analysis , 2006, Third IEEE International Workshop on Electronic Design, Test and Applications (DELTA'06).

[6]  Derek D. Lichti,et al.  Modeling Terrestrial Laser Scanner Data for Precise Structural Deformation Measurement , 2007 .

[7]  Hongmei Shi,et al.  Research on tunnel complete profile measurement based on digital photogrammetric technology , 2011, Proceedings of 2011 IEEE International Conference on Service Operations, Logistics and Informatics.

[8]  Stathis C. Stiros,et al.  Response of a historical short-span railway bridge to passing trains: 3-D deflections and dominant frequencies derived from Robotic Total Station (RTS) measurements , 2012 .

[9]  Jianhang Liu,et al.  Assessment service state of tunnel structure , 2012 .

[10]  C. Fraser AUTOMATIC CAMERA CALIBRATION IN CLOSE-RANGE PHOTOGRAMMETRY , 2013 .

[11]  Javier Roca-Pardiñas,et al.  Measurement planning for circular cross-section tunnels using terrestrial laser scanning , 2013 .

[12]  M. Gavilán,et al.  Health Monitoring of Intelligent Infrastructure Hong Kong | 9-11 December 2013 MOBILE INSPECTION SYSTEM FOR HIGH-RESOLUTION ASSESSMENT OF TUNNELS , 2013 .

[13]  Luigi Barazzetti,et al.  Photogrammetric techniques for monitoring tunnel deformation , 2014, Earth Science Informatics.

[14]  Xian Liu,et al.  Experimental investigation of the ultimate bearing capacity of continuously jointed segmental tunnel linings , 2016 .