EGU24-18401, updated on 11 Mar 2024
https://doi.org/10.5194/egusphere-egu24-18401
EGU General Assembly 2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.

Investigating the sensitivity of a profile laser scanner

Victoria Kostjak and Hans Neuner
Victoria Kostjak and Hans Neuner
  • Department of Geodesy and Geoinformation, TU Wien, Vienna, Austria

The deformation analysis of infrastructural objects like dams, bridges or tunnels is a dominant topic in engineering geodesy. Employing cost-efficient devices that react sensitively to deformations in the sub-millimeter range enables a more efficient geodetic monitoring.

To achieve this objective, the performance of a profile laser scanner, which was manufactured for use in the automation technology, was examined and analyzed for the use in geodetic monitoring.

The promising results of laboratory and large-scale field tests performed on concrete test specimens show the high sensitivity of the profile laser scanner in detecting deformations. Reference measurements with a high-precision distance measuring device (laser tracker) underline the detection of deformations in the sub-millimeter range by the tested profile laser scanner.

How to cite: Kostjak, V. and Neuner, H.: Investigating the sensitivity of a profile laser scanner, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-18401, https://doi.org/10.5194/egusphere-egu24-18401, 2024.