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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.

Analysis of the displacement of road embankments and bridges located in areas prone to landslides