Terrestrial Laser Scanner application to structure modeling: precision, accuracy and design of data acquisition in real case studies
DOI:
https://doi.org/10.3989/ic.13.103Keywords:
Terrestrial laser scanner, movement control, precision, large structures, damsAbstract
Terrestrial laser scanner is employed in a wide range of engineering applications, because of the specifications of TLS units and the good precision reached. This paper presents the application of TLS to structures and walls modeling. It analyzes the factors that influence final accuracy: cloud registration, target type and the effect of scanning angle and distance. A field test was performed with calibrated panels, obtaining real precision and accuracy values for the most common distance ranges in engineering. We propose and validate the usage of pattern graphs relating precision and accuracy versus distance and scanning angle for field survey design. The application of pattern graph in the design of field scan surveys for dam movement control is also presented. Recommendations are made for the application of TLS technique to large structures.
Downloads
References
(1) Pfeifer, N., Dorninger, P., Haring, A., Hongchao, F. (2008). Investigating terrestrial laser scanning intensity data: quality and functional relations. Optical 3-D Measurement Techniques VIII, 1(813): 328-337.
(2) Schulz, T. (2007). Calibration of a Terrestrial Laser Scanner for engineering geodesy. DISS. ETH No. 17036. Zurich.
(3) Mechelke, K., Kersten, T.P., Lindstaedt, M. (2007). Comparative investigations into the accuracy behaviour of the new generation of Terrestrial Laser Scanning systems. Optical 3-D Measurement Techniques VIII, 1(813): 319-327.
(4) European Leonardo Da Vinci Programme. (2008). 3DRiskMapping. Theory and practice on Terrestrial Laser Scanning. Training material based on practical applications. Bélgica: Flemish Agency of the European Leonardo Da Vinci programme.
(5) González-Aguilera, D., Gómez-Lahoz, J., Sánchez, J. (2008). A new approach for structural monitoring of large dams with a three-dimensional laser scanner. Sensors, 8(9): 5866-5883. http://dx.doi.org/10.3390/s8095866 PMCid:PMC3705536
(6) Marchamalo, M., Galán, D, Sánchez Sobrino, J.A., Martínez Marín, R. (2011). La tecnología DGPS en la construcción: control de movimientos en grandes estructuras. Informes de la Construcción, 63(522): 93-102. http://dx.doi.org/10.3989/ic.10.008
(7) Leica-Geosystems. http://www.leica-geosystems.es/downloads123/hds/hds/ScanStation%20C10/brochures-datasheet/Leica_ScanStation_C10_DS_es.pdf.
(8) Rüeger, M. (2006). Overview of geodetic deformation measurements of dams. En ANCOLD 2006 Conference. Sydney, Australia.
(9) Galán, D, Martínez-Marín, R., Marchamalo, M., Sánchez-Sobrino, J.A. (2011). Control de movimientos en presas mediante DGPS. Aplicación a la presa de La Aceña (España). Tecnología y Ciencias del Agua, 2(3): 159-176.
(10) Alba, M., Bernardini, G., Giussani, A., Ricci, P. P., Roncoroni, F., Scaioni, M., Valgoi, P., Zhang, K. (2008). Measurement of dam deformations by terrestrial interferometric techniques. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 37 Part B1(1374): 133-139. Beijing.
(11) Schneider, M. (2006). Terrestrial laser scanning for area based deformation analysis of towers and water dams. Proceedings of 3rd IAG Symposium of Geodesy for Geotechnical and Structural Engineering and 12th FIG Symposium on Deformation Measurements. Baden, Austria.
(12) Sternberg, H. (2006). Deformation measurements at historical buildings with terrestrial laser scanners. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, vol. XXXVI Part 5: 303-308.
(13) Zogg, M. H., Ingensand, H. (2008). Terrestrial Laser Scanning for deformation monitoring-load test on the Felsenau viaduct (CH). The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, vol. XXXVII Part B5: 555-561.
Published
How to Cite
Issue
Section
License
Copyright (c) 2015 Consejo Superior de Investigaciones Científicas (CSIC)

This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.







