| Issue |
E3S Web Conf.
Volume 133, 2019
AG 2019 – 5th International Conference on Applied Geophysics
|
|
|---|---|---|
| Article Number | 02002 | |
| Number of page(s) | 8 | |
| Section | Properties of Soil, Rock and Rock Mass and Modelling | |
| DOI | https://doi.org/10.1051/e3sconf/201913302002 | |
| Published online | 25 November 2019 | |
Analysis of the displacement of road embankments and bridges located in areas prone to landslides
Cracow University of Technology, Faculty of Civil Engineering, Cracow, Poland
* Corresponding author: epilecka@pk.edu.pl
Landslides are a common problem in road engineering. Therefore, at the stage of designing new roads, it is preferable to design them in such a way as to avoid as many landslide areas as possible. In the case of existing roads running through landslide areas, one of the solutions designed to eliminate road embankment damage caused by landslide movement is to divert traffic over the landslide using a bridge structure. The article presents the results of monitoring road embankments located in a landslide prone location and a bridge, which serves to divert the voivodeship road over the active landslide. The measurements were carried out using a terrestrial laser scanner. The differential model obtained during data analysis allowed for the determination of the area and size of deformation in the analyzed area.
Key words: landslide / terrestrial laser scanning / displacement monitoring / differential model
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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