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Civil Engineering

Vol. 36 No. 01 (2021): Proceedings of Faculty of Technical Sciences

ANALYSIS OF LANDSLIDES STABILITY

  • Tijana Majkić
DOI:
https://doi.org/10.24867/11CG02Majkic
Submitted
December 29, 2020
Published
2020-12-29

Abstract

The paper theoretically deals with methods for calculating the stability of landslides, as well as measures for stabilizing landslides. Several methods were applied for the calculation of landslide stability in the zone of the "Sloboda" bridge in Novi Sad, with variation of the input parameters, and then the analysis of the obtained results was done.

References

[1] P.Mitrović, „Sanacija klizišta i nedovoljno nosivog tla“, AGM knjiga, Beograd, 2013
[2] M.M.Maksimović, „Mehanika tla“, GrosKNJIGA, Beograd, 1955
[3] Đogo, M., Vasić, M., (2011): Landslide in the area of the bridge on the Danube in Novi Sad. Proceedings of the ICE - Geotechnical Engineering, Volume 164, Issue 1, pp. 3-10, Thomas Telford, London. ISSN: 1353-2618, E-ISSN: 1751-8563, DOI: 10.1680/geng.2011.164.1.3
[4] Vasić, M., Đogo, M., Jelisavac, B., (2015): Terrain drainage in the landslide area on the Danube slope in Novi Sad. Technical Gazette, Volume 22, Number 4, pp. 1075-1083, Technical faculties of the Josip Juraj Strossmayer University, Osijek. ISSN: 1330-3651, E-ISSN: 1848-6339, DOI: 10.17559/TV-20140408131132
[5] http://downloads.geo-slope.com/geostudioresources/books/11/0/SLOPE%20Modeling.pdf (pristupljeno u septembru 2020.)