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Automation of point cloud processing to increase the deformation monitoring accuracy

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Abstract

The weather conditions and the loading during operation cause changes in the shape of engineering structures that affect static and dynamic function and reliability of these structures. Due to this fact, geodetic monitoring is an integral part of engineering structure diagnostics and gives important information about the current state (condition) of the structure. Terrestrial laser scanning (TLS) is often used for data acquisition in cases, requiring 3D information with high resolution. Therefore, TLS is used in different surveying applications, even in deformation monitoring of buildings or engineering structures. TLS allows non-contact documentation of the behaviour of the monitored structure. The accuracy of determination of the 3D coordinates of single measured points by currently commercially available laser scanners is several millimetres. The precision can be increased using suitable data processing, when valid assumptions about the scanned surface are available. The paper presents the possibility of deformation monitoring using TLS. To increase the precision of the results, the chosen parts of the monitored structure are approximated by fitting planes to point cloud. In this case, the position of the monitored point (part of structure) is calculated from tens or hundreds of scanned points instead of a single measurement. An application based on software MATLAB®, Displacement_TLS, was developed for automated data processing. It takes only several minutes, as the calculation is executed automatically for all monitored points at once. The proposed method represents fast and simple data processing. Benefits of the proposed method are demonstrated by experimental measurements of different structures and building elements.

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References

  • Alba M, Fregonese L, Prandi F, Scaioni M, Valgoi P (2006) Structural monitoring of a large dam by terrestrial lasers scanning. In: The International Archives of the Photogrammetry, r0emote Sensing and Spatial Information Sciences. http://www.isprs.org/proceedings/xxxvi/part5/paper/1271_Dresden06.pdf. Accessed 10 July 2015

  • Čepek A, Pytel J (2009) A note on numerical solutions of least squares adjustment in GNU project gama. In: Pilz J (ed) Interfacing Geostatistics and GIS. Springer, Berlin, pp 173–187. doi:10.1007/978-3-540-33236-7_14

    Google Scholar 

  • Chmelina K, Jansa J, Hesina G, Traxler C (2012) A 3-d laser scanning system and scan data processing method for the monitoring of tunnel deformations. J Appl Geodesy 6:1862–9024. doi:10.1515/jag-2012-0013

    Article  Google Scholar 

  • Eling D (2009) Terrestrisches Laserscanning für die Bauwerksüberwachung. Dissertation, Gottfried Wilhelm Leibniz Universität Hannover

  • Hesse C, Kutterer H (2006) Automated form recognition of laser scanned deformable objects. In: Sansò F, Gil AJ (eds) Geodetic deformation monitoring: from geophysical to engineering roles, vol 131. Springer, Berlin, pp 103–111. doi:10.1007/978-3-540-38596-7_12

  • Holst C, Kuhlmann H (2016) Challenges and present fields of action at laser scanner based deformation analyses. J Appl Geodesy 10:1862–9024. doi:10.1515/jag-2015-0025

    Article  Google Scholar 

  • Holst C, Nothnagel A, Blome M, Becker P, Eichborn M, Kuhlmann H (2014) Improved area-based deformation analysis of a radio telescope’s main reflector based on terrestrial laser scanning. J Appl Geodesy 9:1862–9024. doi:10.1515/jag-2014-0018

    Google Scholar 

  • Kopáčik A, Erdélyi J, Lipták I, Kyrinovič P (2013) Deformation monitoring of bridge structures using TLS. In: 2nd Joint International Symposium on Deformation Monitoring. University of Nottingham, Nottingham

  • Lindenbergh R, Pfeifer N (2005) A statistical deformation analysis of two epochs of terrestrial laser data of a lock. Proceedings of the 7th Conference on Optical 3-D Measurement Techniques, 2005, p. 61–70 Vienna, pp. 61–70

  • Lovas T et al. (2008) Terrestrial laser scanning in deformation measurements of structures. In: The International Archives of the Photogrammetry, remote Sensing and Spatial Information Sciences, Bejing, p. 527–532. http://www.isprs.org/proceedings/XXXVII/congress/5_pdf/92.pdf. Accessed 20 August 2015

  • Ohlmann-Lauber J, Schäfer T (2011) Ansätze zur Ableitungn von Deformationen aus TLS-Daten. In: Terrestrisches Laserscanning – TLS 2011 mit TLS-Challenge, Schriftenreihe DVW, Wißner, pp. 161–180

  • Schäfer T, Weber T, Kyrinovič P, Zámečníková M (2004) Deformation measurement using terrestrial laser scanning at the hydropower station of Gabčíkovo. In: INGEO 2004 and FIG Regional Central and Eastern European Conference on Engineering Surveying [CD-ROM]. Bratislava: KGDE SvF STU, 2004, 10 p. ISBN 87–90907–34-05

  • Schneider D (2006) Terrestrial laser scanning for area based deformation analysis of towers and water dams. In: Proceedings of the 3rd IAG Symposium on Geodesy for Geotechnical and Structural okoEngineering and 12th FIG Symposium on Deformation Measurements [CD-ROM]. TU Wien, Baden, 2006, 10 p

  • Soni A, Robson S, Gleeson B (2015) Structural monitoring for the rail industry using conventional survey, laser scanning and photogrammetry. Appl Geomatics 7:123–138. doi:10.1007/s12518-015-0156-1

    Article  Google Scholar 

  • Vosselman G, Maas HG (2010) Airborn and terrestrial laser scanning. Whittles Publishing, Dunbeath

    Google Scholar 

  • Wujanz D (2016) Terrestrial laser scanning for geodetic deformation monitoring. Dissertation, TU Berlin

  • Zogg HM, Ingensand H (2008) Terrestrial laser scanning for deformation monitoring—load tests on the Felsenau Viaduct (CH). In: The International Archives of the Photogrammetry, remote Sensing and Spatial Information Sciences, Bejing, p. 555–562. http://www.isprs.org/proceedings/XXXVII/congress/5_pdf/97.pdf Accessed 10 July 2015

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Acknowledgments

This work was supported by the Slovak Research and Development Agency under the contract no. APVV-0236-12.

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Authors and Affiliations

  1. Department of Surveying, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Radlinského 11, 810 05, Bratislava, Slovakia

    Ján Erdélyi, Alojz Kopáčik, Imrich Lipták & Peter Kyrinovič

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  1. Ján Erdélyi
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  2. Alojz Kopáčik
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  3. Imrich Lipták
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  4. Peter Kyrinovič
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Correspondence to Ján Erdélyi.

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Erdélyi, J., Kopáčik, A., Lipták, I. et al. Automation of point cloud processing to increase the deformation monitoring accuracy. Appl Geomat 9, 105–113 (2017). https://doi.org/10.1007/s12518-017-0186-y

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  • DOI: https://doi.org/10.1007/s12518-017-0186-y

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