Geotehnički aspekti građevinarstva i zemljotresno inženjerstvo 2025, Vrnjačka Banja, 15 – 17. oktobar 2025. (pp. 181-186)
АУТОР(И) / AUTHOR(S): Mladen Marković 
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DOI: 10.46793/GEOAG25.181M
САЖЕТАК / ABSTRACT:
Šumski ekosistem koji se razvijaju na padinama, utiču na stabilnost svojim nadzemnim i podzemnim delovima. Kako se korenov sistem razvija, on zbija čestice zemljišta u jednu monolitnu masu, koju nazivamo bioarmiranim zemljištem, i time utiče na povećanje kohezije zemljišta čime se postiže povećanje stabilnosti padina. Šumski ekosistem kao živi sistem razvija se u vremenu i prostoru, i kao takva sklona je promenama. Otpor biljnih vrsta na sile smicanja može se vremenom i smanjivati, posebno nakon ekstremnih događaja kao što su suša, požari ili čista seča šuma. Pored pozitivnog efekta na stabilnost padina, šumski ekosistem svojom masom vrši dopunsko opterećenje koje može uticati na smanjenje stabilnosti padina. U radu za pripremljeni model terena, analizirana je stabilnost u dva scenarija: 1) model terena je bioarmiran i opterećen masom vegetacije 2) nakon šumskog požara. Za sve analize stabilnosti modela terena korišćen je softver za geotehničko numeričko modeliranje GeoStudio 2024. Rezultati su pokazali da je uvođenjem parametra bioarmiranog tla i ravnomernog opterećenja od mase vegetacije u proračun stabilnosti, model terena stabilan. Prikazani rezultati prikazuju značaj biološke komponente prilikom izbora parametara za analizu stabilnosti padina i mogućnosti primene vegetacije kao jednog od rešenja za stabilizaciju padina.
КЉУЧНЕ РЕЧИ / KEYWORDS:
stabilnost padina, bioarmirano tlo, vegetacija, modeliranje, softverska primena
ПРОЈЕКАТ / ACKNOWLEDGEMENT:
REFERENCES / ЛИТЕРАТУРА:
- Abe K., Ziemer R.R. (1991): “Effect of Tree Roots on Shallow-Seate dLandslides”, USDA Forest Service Gen. Tech. Rep. PSW-GTR-130.
- Coppin N.J., Richards I.J. (1990): „Use of Vegetation in Civil Engineering”, CIRIA, Butterworths, London.
- Fata, Y.A., Hendrayanto, Erizal, Tarigan, S.D. and Katsumi, T. 2023. Modelling of mechanical roots on slope stability. Journal of Degraded and Mining Lands Management 10(4):4779-4790, doi:10.15243/jdmlm.2023.104.4779.
- Greenway DR (1987) Vegetation and slope stability. In: Anderson MG, Richards KS (eds) Slope Stability. Wiley, Chichester, pp 187-230
- Greenwood J.R., Norris J.E., Wint J. (2006): “Site investigation for the effects of vegetation on ground stability”, Geotechnical and Geological Engineering, 24: p. 467–481, Springer, DOI 10.1007/s10706-005-4140-0
- Greenwood JR, Norris JE, Wint J (2004) Assessing the contribution of vegetation to slope stability. J Geotech Eng 157:199-208
- Hammond, C.; Hall, D.; Miller, S.; Swetik, P., 1992. „Level I stability analysis (LISA) documentation for version 2.0“. USDA Forest Service Intermountain Research Station, Ogden, UT, General Technical Report INT-285. .
- Kim J., Salgado R. and Yu H.S. (1999), Limit analysis of soil slopes subjected to pore-water pressures, Journal of Geotechnical Engineering, ASCE, 125(1), 49–58.
- Kokutse, N.K., Temgouaa A.G.T, Kavazović, Z (2016): Slope stability and vegetation: Conceptual and numericalinvestigation of mechanical effects, Ecological Engineering 86 (2016) 146–153
- Liu, C.; Bi, H.; Wang, D.; Li, X. Stability Reinforcement of Slopes Using Vegetation Considering the Existence of Soft Rock. Appl. Sci. 2021, 11, 9228. https://doi.org/10.3390/app11199228
- Lotfalian, M., Nasiri, M., Modarres, A., & Wu, W. (2019). Slope stability analysis considering weight of trees and root reinforcement. Journal of Environmental Engineering and Landscape Management, 27(4), 201-208.
- Mickovski S.B., Bengough AB, Bransby MF, Davies MCR, Hallett PD, Sonnenberg R (2007): „Material stiffness, branching pattern and soil matric potential affect the pullout resistanceof model root systems“.
- Morgenstern N.R., Price V.E. (1965): “The Analysis of the Stability of General Slip Surfaces”, Géotechnique, 15(1), p 79–93. doi:10.1680/geot.1965.15.1.79
- National Research Council, 1990. „Groundwater models: Scientific and regulatory applications“. Water Science and Technology Board, Committee on Ground Water Modelling Assessment. Commission on Physical Sciences, Mathematics and Resources. National Research Council, National Academy Press, Washington, D.C.
- Norris JE, Stokes A, Mickovski SB, Cammeraat E, Beek R, Nicoll BC, Achim A. (2008): „Slope stability and erosion control:Ecotechnological solution“, Springer, The Nedherlands.
- Pollen N, Simon A (2005) Estimating the mechanical effects of riparian vegetation on stream bank stability using a fiber bundle model, Water Resour Res 41:W07025, doi:10.1029/2004WR003801
- Swanson F.J., andDyrness C.T. (1975): “Impact of clear-cutting and road construction on soil erosion by landslides in the western Cascade Range, Oregon”, Geology 3, p 393-396, doi: 10.1130/0091-7613
- Waldron LJ (1977) The shear resistance of root permeated homogenous and stratified soil. J Soil Sci Soc Am 41:843-849
- Wo T.H., (2013):”Root reinforcement of soil: review of analiytical models, test results, and applications to design”,Can.Geotech. J. 50, p. 259–274 dx.doi.org/10.1139/cgj-2012-0160
- Wu T.H., (1984) Soil movements on permafrost slopes near Fairbanks, Alaska. Can Geotech J 21:699-709
- Wu, T. H., 1976. „Investigation of landslides on Prince of Wales Island, Alaska“. Geotechnical Engineering Report (5). Ohio State University, Department of Civil Engineering.