Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
8^th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 417-423

	DOI: 10.14415/konferencijaGFS2021.40
	UDC: 624.131.537(497.11)
	CC-BY-SA 4.0 license
	Author : Radovanović, Janko; Lazović Radovanović, Marija; Nikolić, Jelena
	Summary:
	In the cut zone number 6 on E-80 Niš-Dimitrovgrad highway from km 28 + 478,00 to km 28 + 643,00 slope stability was affected causing mass movement. Additional inclinometers measured the mass wasting thickness between 14 m and 25 m. The height of the cut determined the slope protective backfilled gallery to be the best solution. The paper presents the detailed geostatic calculation of landslide stabilization using computer programs Plaxis 2D and RocScience Slide. Further, it shows the static calculation of the protective gallery in the computer program Radimpex Tower 3D. Results confirmed that the proposed structure was rigid enough to provide the necessary protection for the road structure.
	Keywords:
	landslide stabilization, static calculation, backfilled gallery