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2018, vol. 61, br. 1, str. 129-160
Sistematizacija analitičkih i numeričkih metoda proračuna stabilnosti klizišta
aInstitut za ispitivanje materijala Srbije - IMS, Beograd
bUniverzitet u Banjoj Luci, Arhitektonsko-građevinsko-geodetski fakultet, Republika Srpska, BiH

e-adresakristina.tomic@institutims.rs, nenad.susic@institutims.rs, mato.uljarevic@aggf.unibl.org
Ključne reči: klizište; sistematizacija; analitičke metode; numeričke metode; 2D i 3D modeliranje
Sažetak
Na osnovu analize mnogih naučnih radova, autori su dali prikaz sopstvene originalne sistematizacije analitičkih i numeričkih metoda proračuna stabilnosti klizišta, pri čemu mnoge od njih tek treba dodatno da se unaprede, implementiraju i testiraju na kompleksnim 3D modelima klizišta. Metode proračuna stabilnosti klizišta klasifikovane su u pet grupa: analitičke jednokoračne, analitičke višekoračne (iteracije kliznih površi), numeričke višekoračne (iteracije kliznih površi), numeričke inkrementalno-iterativne (nelinearne) analize i numeričke inkrementalno-iterativne (nelinearne) analize, uz primenu numeričke integracije u vremenskom domenu. Primenom sprovedene sistematizacije metoda proračuna stabilnosti klizišta, može se vrlo efikasno razmotriti koji je tip metode optimalan za analizu klizišta i koji tip metode je potrebno koristiti u fazi preliminarnih i finalnih analiza za naučna istraživanja i stručne projekte.
Reference
*** (2004) Eurocode 7: Geotechnical Desig. Brussels, Belgium, EN 1997-1
Albataineh, N. (2016) Slope Stability Analysis Using 2D and 3D Methods. University of Akron
Bathe, K. (1996) Finite Element Procedures. Upper Saddle River, USA: Prentice Hall, 1037p
Bonilla, S.V. (2006) De la Photogrammetrie a la Modelisation 3D: Evaluation Quantitative du Risque d’Eboulement Rocheux. Universite Grenoble Alpes, Docteur de l’Universite Grenoble Alpes
Chen, X., Wu, Y., Yu, Y., Liu, J., Xu, X.F., Ren, J. (2014) A two-grid search scheme for large-scale 3-D finite element analyses of slope stability. Computers and Geotechnics, 62: 203-215
Criesfield, M.A. (2000) Non-linear finite element analysis of solids and structures. New York, itd: Wiley, Volume1: Essentials
Dai, F., Lee, C., Ngai, Y. (2002) Landslide risk assessment and management: an overview. Engineering Geology, 64(1): 65-87
Fellipa, C. (2007) Advanced Finite Element Methods. Boulder: University of Colorado
Fine Ltd. (2016) GEO 5, User’s Guide
Fredlund, D. (1984) Analytical Methods for Slope Stability Analysis, State of the Art. u: The 4th International Symposium on Landslides, Toronto, Canada, pp. 229-250
Gustafsson, J., Lindstrom, M. (2014) Applicability of Optimised Slip Surfaces: Evaluation of a Software's Optimisation Function for Generating Composite Slip Surfaces, Applied on Stability Analysis of Clay Slopes. Gothenburg, Sweden: Chalmers University of Technology
Hilber, H.M., Hughes, T.J.R., Taylor, R.L. (1977) Improved numerical dissipation for time integration algorithms in structural dynamics. Earthquake Engineering & Structural Dynamics, 5(3): 283-292
Ho, I-H. (2014) Parametric Studies of Slope Stability Analyses Using Three-Dimensional Finite Element Technique: Geometric Effect. Journal of Geoengineering, Vol. 9, No. 1, pp. 33-43
Janbu, N. (1973) Slope Stability Computations in Embankment Dam Engineering. New York, USA: John Wiley and Sons, pp. 47-86
Kaur, A., Sharma, R. (2016) Slope Stability Analysis Techniques: A Review. International Journal of Engineering Applied Sciences and Technology, Vol. 1, No. 4, pp. 52-57
Kong, Y., Chen, P., Yu, H. (2015) Analysis of Rock High-Slope Stability Based on a Particle Flow Code Strength Reduction Method. Electronic Journal of Geotechnical Engineering, Vol. 20, pp. 13421-13430
Leong, E.C., Rahardjo, H. (2012) Two and three-dimensional slope stability reanalyses of Bukit Batok slope. Computers and Geotechnics, 42: 81-88
Maksimović, M. (2001) Mehanika tla. Beograd: Čigoja štampa
Memić, M., Folić, R., Ibrahimović, A. (2012) Numerical modeling and slope reparation methods in an altered and unstable serpentine rock mass. Građevinski materijali i konstrukcije, vol. 55, br. 4, str. 23-45
Morgenstern, N.R., Price, V.E. (1965) The Analysis of the Stability of General Slip Surfaces. Géotechnique, 15(1): 79-93
Pereira, T.D.S., Robaina, A.D., Peiter, M.X., de Braga, F.V.A., Rosso, R.B. (2016) Performance of analysis methods of slope stability for different geotechnical classes soil on earth dams. Engenharia Agrícola, 36(6): 1027-1036
Sarma, S.K. (1973) Stability analysis of embankments and slopes. Géotechnique, 23(3): 423-433
Schuster, R. (1996) The 25 Most Catastrophic Landslides of the 20th Century. u: Chacon Irigaray, Fernandez [ur.] Landslides, Proc. Of the 8th International Conf. and Field Trip on Landslides, Granada, Spain, Rotterdam: Balkema
Spencer, E. (1967) A Method of analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces. Géotechnique, 17(1): 11-26
Šahunjanc, G. (1987) Železnodorožnyj put’: učeb. dlja vuzov ž.-d. transp. M: Transport, /- 3-e izd., pererab. i dop
Tschuchnigg, F., Schweiger, H.F., Sloan, S.W. (2015) Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history. Computers and Geotechnics, 70: 178-189
Univerzitet u Beogradu - Rudarsko-geološki fakultet - Zavod za regionalnu geologiju i paleontologiju (1978) Geološka terminologija i nomenklatura VIII-2, Inženjerska geologija. Beograd, Srbija
Usluogullari, O.F., Temugan, A., Duman, E.S. (2016) Comparison of slope stabilization methods by three-dimensional finite element analysis. Natural Hazards, 81(2): 1027-1050
Verma, D., Kainthola, A., Thareja, R., Singh, T.N. (2013) Stability analysis of an open cut slope in Wardha valley coal field. Journal of the Geological Society of India, 81(6): 804-812
Wriggers, P. (2006) Computational contact mechanics. West Sussex, England: Springer
Zhang, L.L., Fredlund, M.D., Fredlund, D.G., Lu, H., Wilson, G.W. (2015) The influence of the unsaturated soil zone on 2-D and 3-D slope stability analyses. Engineering Geology, 193: 374-383
Zhu, D.Y., Lee, C.F., Qian, Q.H., Chen, G.R. (2005) A concise algorithm for computing the factor of safety using the Morgenstern–Price method. Canadian Geotechnical Journal, 42(1): 272-278
 

O članku

jezik rada: srpski, engleski
vrsta rada: stručni članak
DOI: 10.5937/GRMK1801129B
objavljen u SCIndeksu: 05.04.2018.
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