| Issue |
E3S Web Conf.
Volume 55, 2018
XXIIIrd Autumn School of Geodesy
|
|
|---|---|---|
| Article Number | 00011 | |
| Number of page(s) | 5 | |
| DOI | https://doi.org/10.1051/e3sconf/20185500011 | |
| Published online | 21 September 2018 | |
Proposition of determination of displacements using the TDRA 6000 laser station
1
University of Science and Technology, Faculty of Civil and Environmental Engineering and Architecture, 7 prof. S. Kaliski St., 85-796 Bydgoszcz, Poland
2
University of Zielona Góra, Institute of Building Engineering, Department of Land and Environment Engineering, 9 Licealna St., 65-417 Zielona Góra, Poland
* Corresponding author: jaceksz@utp.edu.pl
With modern measurement technologies, it is possible to achieve higher precision and solve complex measurement tasks. The tested device (TDRA 6000 laser station) features a direct drive technology ensuring a 3D point accuracy of 0.25 mm. TDRA 6000 combined with proper software is a perfect tool to monitor engineering objects. The article presents the measurement technique and the method of calculation of 3D displacements of control and measurement networks using the TDRA 6000 laser station from Leica. The values presented herein derive from periodic measurements carried out in control points stabilised at a ground the above-ground crossing between buildings located on the premises of the University of Science and Technology campus in Bydgoszcz.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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