The capability of terrestrial laser scanning for monitoring the displacement of high-rise buildings

• Autorzy: Pham Trung Dung , Pham Quoc Khanh , Cao Xuan Cuong , Nguyen Viet Hung , Ngo Sy Cuong

Identyfikatory

DOI

10.29227/IM-2021-02-

• Języki publikacji: EN

Abstrakty

EN

Recently, terrestrial laser scanner (TLS) has been increasingly used to monitor of displacement of high-rise buildings. The main advantages of this technique are time-saving, higher point density, and higher accuracy in comparison with GPS and conventional methods. While TLS is ordinary worldwide, there has been no study of the capability of TLS in monitoring the displacement of high-rise buildings yet in Vietnam. The paper's goal is to build a procedure for displacement monitoring of high-rise buildings and assess the accuracy of TLS in this application. In the experiments, a scanned board with a 60 cm x 60 cm mounted on a moveable monument system is scanned by Faro Focus3D X130. A monitoring procedure using TLS is proposed, including three main stages: site investigation, data acquisition and processing, and displacement determination by the Cloud-to-Cloud method (C2C). As a result, the displacement of the scanned object between epochs is computed. In order to evaluate the accuracy, the estimated displacement using TLS is compared with the real displacement. The accuracy depends on scanning geometry, surface property, and point density conditions. Our results show that the accuracy of the estimated displacement is within ± 2 mm for buildings lower than 50 m of height. Thus, TLS completely meets the accuracy requirements of monitoring displacement in the Vietnam Standards of Engineering Surveying. With such outstanding performance, our workflow of using TLS could be applied to monitor the displacement of high-rise buildings in the reality of geodetic production in Vietnam.

Słowa kluczowe

EN

terrestrial laser scanner; monitoring of displacements; accuracy of displacement; high-rise buildings

PL

skaner laserowy naziemny; modelowanie; przemieszczenia

• Wydawca: Polskie Towarzystwo Przeróbki Kopalin
• Czasopismo: Inżynieria Mineralna
• Rocznik: 2021
• Tom: no. 2
• Strony: 495--504
• Opis fizyczny: Bibliogr. 29 poz., ryz., wykr., zdj.

Twórcy

autor

Pham Trung Dung

• Hanoi University of Mining and Geology, Department of Engineering Surveying, Hanoi, Vietnam

autor

Pham Quoc Khanh

• Hanoi University of Mining and Geology, Department of Engineering Surveying, Hanoi, Vietnam

autor

Cao Xuan Cuong

• Hanoi University of Mining and Geology, Department of Engineering Surveying, Hanoi, Vietnam

autor

Nguyen Viet Hung

• University of Transport and Communications, Faculty of Information Technology, Hanoi, Vietnam

autor

Ngo Sy Cuong

• Vietnam Natural Resources and Environment Company

Bibliografia

• 1. Wujanz, D., 2016. Terrestrial laser scanning for geodetic deformation monitoring: Technische Universitaet Berlin (Germany).
• 2. González-Aguilera, D., J. Gómez-Lahoz, and J. Sánchez, 2008. A new approach for structural monitoring of large dams with a three-dimensional laser scanner. Sensors, 8(9): 5866-5883. https://doi.org/10.3390/s8095866
• 3. Van Gosliga, R., R. Lindenbergh, and N. Pfeifer, 2006. Deformation analysis of a bored tunnel by means of terrestrial laser scanning.
• 4. Schneider, D., 2006. Terrestrial laser scanning for area based deformation analysis of towers and water dams. in Proc. of 3rd IAG/12th FIG Symp., Baden, Austria, May.
• 5. Jatmiko, J. and P. Psimoulis., 2017. Deformation Monitoring of a Steel Structure Using 3D Terrestrial Laser Scanner (TLS). in Proceedings of the 24th International Workshop on Intelligent Computing in Engineering, Nottingham, UK.
• 6. Chrzanowski, A., A. Szostak, and R. Steeves., 2011. Reliability and efficiency of dam deformation monitoring schemes. in Proceedings of the CDA 2011 Annual Conference. Fredericton, NB. Canada. October.
• 7. Lindenbergh, R. and N. Pfeifer., 2005. A statistical deformation analysis of two epochs of terrestrial laser data of a lock. in Proceedings of the 7th Conference on Optical.
• 8. Mukupa, W., Robert, W., Hancock, M., Al-Manasir, K., 2017. A review of the use of terrestrial laser scanning application for change detection and deformation monitoring of structures. Survey review, 49(353): 99-116. https://doi.org/10.1080/00396265.2015.1133039
• 9. Wujanz, D., D. Krueger, and F. Neitzel., 2013. Defo Scan++: Surface based registration of terrestrial laser scans for deformation monitoring. in Proceedings of 2nd Joint International Symposium on Deformation Measurement (JISDM), Nottingham.
• 10.Wang, J., 2013. Block-to-point fine registration in terrestrial laser scanning. Remote Sensing, 5(12): 6921-6937. https://doi.org/10.3390/rs5126921
• 11.Jatmiko and P. Psimoulis, 2017. Deformation Monitoring of a Steel Structure Using 3D Terrestrial Laser Scanner (TLS), in 24th International Workshop on Intelligent Computing in Engineering. Nottingham, UK.
• 12.Park, H.S., H.M. Lee, and H. Adeli, 2007. A new approach for health monitoring of structures: Terrestrial Laser Scanning. Computer-Aided Civil and Infrastructure Engineering, 22(1): 19-30. https://doi.org/10.1111/j.1467-8667.2006.00466.x
• 13.Reshetyuk, Y., 2006. Investigation and calibration of pulsed time-of-flight terrestrial laser scanners. KTH.
• 14.Reshetyuk, Y., 2009 Self-calibration and direct georeferencing in terrestrial laser scanning. KTH
• 15.Soudarissanane, S., 2016. The geometry of terrestrial laser scanning; identification of errors, modeling and mitigation of scanning geometry. https://doi.org/10.4233/uuid:b7ae0bd3-23b8-4a8a-9b7d-5e494ebb54e5
• 16.Lague, D., N. Brodu, and J. Leroux, 2013. Accurate 3D comparison of complex topography with terrestrial laser scanner: Application to the Rangitikei canyon (NZ). ISPRS journal of photogrammetry and remote sensing, 82(): 10-26. https://doi.org/10.1016/j.isprsjprs.2013.04.009
• 17.Little, M. 2006. Slope monitoring strategy at PPRust open pit operation. in Proceedings of the international symposium on stability of rock slopes in open pit mining and civil engineering. Southern African Institute of Mining and Metallurgy Johannesburg.
• 18.Jafari, B., A. Khaloo, and D. Lattanzi, 2017. Deformation tracking in 3D point clouds via statistical sampling of direct cloud-to-cloud distances. Journal of Nondestructive Evaluation. 36(4): 1-10. https://doi.org/10.1007/s10921-017-0444-2.
• 19.Oniga, V. and C. Chirila, 2013. Hausdorff distance for the differences calculation between 3D surfaces. Journal of Geodesy and Cadastre RevCAD, 15: 193-202.
• 20. Available from: https://www.cloudcompare.org/doc/wiki/index.php?title=Distances_Computation#Local_modeling, 10/06/2021.
• 21.Huttenlocher, D.P., G.A. Klanderman, and W.J. Rucklidge, 1993. Comparing images using the Hausdorff distance. IEEE Transactions on pattern analysis and machine intelligence, 15(9): 850-863. https://doi.org/10.1109/34.232073
• 22.Besl, P.J. and N.D. McKay., 1992. Method for registration of 3-D shapes. in Sensor fusion IV: control paradigms and data structures. International Society for Optics and Photonics.
• 23.Bryan, P., D. Barber, and J. Mills, 2004. Towards a standard specification for terrestrial laser scanning in cultural heritage–one year on. International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 35(B7): 966-971.
• 24.Vosselman, G. and H.-G. Maas, Airborne and terrestrial laser scanning. CRC press, 2010.
• 25.Soudarissanane, S., Linderbergh, R., Menenti, M., Teuissen, P. 2009. Incidence angle influence on the quality of terrestrial laser scanning points. in Proceedings ISPRS Workshop Laserscanning, 1-2 Sept 2009, Paris, France. ISPRS.
• 26.Voegtle, T., I. Schwab, and T. Landes. 2008. Influences of different materials on the measurements of a terrestrial laser scanner (TLS). in Proc. of the XXI Congress, The International Society for Photogrammetry and Remote Sensing, ISPRS2008.
• 27.Berenyi, A., T. Lovas, and A. Barsi, 2010. Terrestrial laser scanning–civil engineering applications. International Archives of Photogrammetry, Remote Sensing and Spatial Information Sciences, 38(Part 5): 80-85.
• 28.Nguyen, N.Viet, Nguyen, L.Quoc and Vu, L.Quoc 2017. Application of terrestrial laser scanner GeoMax Zoom 300 for 3D mapping of Vietnam’s open-pit mines (in Vietnamese). Journal of Mining and Earth Sciences. 58(4):212-218 (in Vietnamese).
• 29.Nguyen, N.Viet and Vo, D.Ngoc 2016. The possibility applying of Terrestrial Laser Scanner 3D for construction - mining management in underground mines (in Vietnamese). Journal of Mining and Earth Sciences. 57: 65-73 (in Vietnamese).

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).