3D Laser Scanner for Tunnel Surveying and Accuracy Analysis According to Registration Method

AUTHORS

Joon Kyu Park,Department of Civil Engineering, Seoil University, 28, Yongmasan-ro 90-gil, Jungnang-gu, Seoul, Korea
Kap Yong Jung,Department of Civil Engineering, Graduate School, Chungnam National University, 99 Daehak-ro, Yuseong-gu, Daejeon, Korea

ABSTRACT

The tunnel is an important facility in the United States and Canada and is recognized as an infrastructure for eco-friendly urban construction among the structures that make up smart cities. Total Station Measurements and Global Navigation Satellite Systems (GNSS) have the disadvantage of long working time and impossible satellite reception for tunnel measurements. Recently, 3D laser scanners have been used in a variety of areas as a new way to improve existing surveying methods. In this study, 3D laser scanners were used for tunnel measurements to assess its usefulness. Scan data was obtained by configuring traverse using the Total Station function and compared with check points at 10 points already installed for accuracy verification. Results of accuracy evaluation compared with check points, the maximum error was within 6cm in the N, E, and H directions, indicating the plane and elevation acceptable accuracy of scale 1:1000 digital maps, and suggesting the applicability of methods using reference point performance and laser scan data. Scanning data enables continuous analysis of scan section shapes as well as cross sectional analysis. Further research can improve the accuracy of the feature registration method, which can improve the tunnel survey efficiency.

 

KEYWORDS

3D Laser Scanner, Accuracy Analysis, Pointcloud, Registration, Tunnel Surveying

REFERENCES

[1]     S.H. Ju, S.H. Yoon, S.Y. Park, and J. Heo, “Simulation based Target Geometry Determination Method for Extrinsic Calibration of Multiple 2D Laser Scanning System”, Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography, 36.6(2018): 443-450. DOI: 10.7848/ksgpc.2018.36.6.443(CrossRef)(Google Scholar)
[2]     S.Y. Kim, J.H. Yu, Y.G. Yu, and H.J. Lee, “atabase Enhancement for Development of Open-pit Mine Monitoring System in Open Source Environments”, Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography, 34.1(2016): 21-32. DOI: 10.7848/ksgpc.2016.34.1.21(CrossRef)(Google Scholar)
[3]     S. Y. Soh, Y.J. Chun, Ambrose J. M. Itika, “A Study on Leaching and Solvent Extraction for the Recovery of Copper Ore for Small-Scale Mining in Tanzania”, Journal of the Korea Academia-Industrial cooperation Society, 18.4(2018): 438-445.
[4]     J.K. Park and K.W. Lee, “Analysis of the Status of Mine and Methods of Mine Geospatial Information Construction Technology for Systematic Mine Management”, Journal of the Korea Academia-Industrial cooperation Society, 19.9(2018): 355-361. DOI: 10.5762/KAIS.2018.19.9.355(CrossRef)(Google Scholar)
[5]     M.H. Kim and T.S Bae, “Preliminary Analysis of Network-RTK for Navigation”, Journal of the Korean Society of Geodesy, Photogrammetry and Cartography, 33.5(2015): 343-351. DOI: 10.7848/ksgpc.2015.33.5.343(CrossRef)(Google Scholar)
[6]     J.K. Park, D.Y. Um, “Utilization Evaluation of Digital Surface Model by UAV for Reconnaissance Survey of Construction Project”, Journal of the Korea Academia-Industrial cooperation Society, 19.3(2018): 155-160. DOI: 10.5762/KAIS.2018.19.3.155(CrossRef)(Google Scholar)
[7]     K.D. Kim, S.H. Jung, K.H. Lee, Y.S. Choi, and M.S. Kim, “Mobile Mapping System Development Based on MEMS-INS for Measurement of Road Facility”, Korean Society Of Surveying, Geodesy, Photogrammetry and Cartography, 36.2(2018): 75-84. DOI: 10.7848/ksgpc.2018.36.2.75(CrossRef)(Google Scholar)
[8]     K.W. Lee and J.K. Park, “Characteristic and Accuracy Analysis of Digital Elevation Data for 3D Spatial Modeling”, Journal of the Korea Academia-Industrial cooperation Society, 19.11(2018): 744-749. DOI: 10.5762/KAIS.2018.19.11.744(CrossRef)(Google Scholar)
[9]     J.K. Park and K.W. Lee, “Analysis of Geospatial Information Construction Efficiency by 3D Laser Scanner Integrated with Total Station”, Journal of the Korea Academia-Industrial cooperation Society, 18.12(2017): 638-643. DOI: 10.5762/KAIS.2017.18.12.638(CrossRef)(Google Scholar)
[10]  Trimble Inc., (2019), https://www.trimble.com /
[11]  National Law Information Center, Regulation of Technology Service enterprise, (2019), http://www.law.go.kr/

CITATION

  • APA:
    Park,J.K.& Jung,K.Y.(2019). 3D Laser Scanner for Tunnel Surveying and Accuracy Analysis According to Registration Method. International Journal of ICT-aided Architecture and Civil Engineering, 6(1), 13-18. http://dx.doi.org/10.21742/IJIACE.2019.6.1.03
  • Harvard:
    Park,J.K.and Jung,K.Y.(2019). "3D Laser Scanner for Tunnel Surveying and Accuracy Analysis According to Registration Method". International Journal of ICT-aided Architecture and Civil Engineering, 6(1), pp.13-18. doi:http://dx.doi.org/10.21742/IJIACE.2019.6.1.03
  • IEEE:
    [1]J.K.Parkand K.Y.Jung, "3D Laser Scanner for Tunnel Surveying and Accuracy Analysis According to Registration Method". International Journal of ICT-aided Architecture and Civil Engineering, vol.6, no.1, pp.13-18, Nov. 2019
  • MLA:
    Park Joon Kyuand Jung Kap Yong. "3D Laser Scanner for Tunnel Surveying and Accuracy Analysis According to Registration Method". International Journal of ICT-aided Architecture and Civil Engineering, vol.6, no.1, Nov. 2019, pp.13-18, doi:http://dx.doi.org/10.21742/IJIACE.2019.6.1.03

ISSUE INFO

  • Volume 6, No. 1, 2019
  • ISSN(p):2205-8516
  • ISSN(o):2207-5216
  • Published:Nov. 2019

DOWNLOAD