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Stability estimation of slopes having their slip surface determined by means of the STAB-3D method based on sliding body equilibrium analysis

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Most of the three-dimensional analyses of landslides are based on simple 2D methods analysing chosen characteristic flat sections of the analysed sliding body. Assumptions of the method of flat limit equilibrium analysis for a spatial solution have been elaborated. This is a combination of 2D analysis of flat sectional views and 3D analysis of the landslide’s sliding body, which disregards any stress that does not affect equilibrium. It is assumed, however, to apply only when dealing with structural slope failure (i.e. when the soil layers have the predisposition to shape the determined slip surface with a consistent decrease and explicit slide direction). This can also apply when examining the stability of a scarp or slope for the layered soil of potential slip surfaces and slide direction to be defined. The basic assumptions, equilibrium equations, and practical usage of the method have been described for an exemplary landslide. This method allows one to define in a straightforward manner the stability of slopes, to plan a way of preventing potential landslides, and to control those that have already arisen.
Rocznik
Strony
597--609
Opis fizyczny
Bibliogr. 33 poz., fot., rys., tab., wykr.
Twórcy
autor
  • Opole University of Technology, Faculty of Civil Engineering and Architecture, Katowicka 48, 45-061 Opole, Poland
Bibliografia
  • 1. Chen, R.H., Chemeau, J.L., 1983. Three-dimensional limit equilibrium analysis of slopes. Geotechnique, 33: 31-40.
  • 2. Cheng, Y.M., Liu, H.T., Au, S.K., 2005. Location of critical three-dimensional non-spherical failure surface with applications to highway slopes. Computers and Geotechnics, 32: 387-399.
  • 3. Cheng, Y.M., Yip, C J., 2007. Three-dimensional asymmetrical slope stability analysis extension of Bishop's, Janbu's, and Morgenstern-Price's techniques. Journal of Geotechnical and Geoenvironmental Engineering, 133: 1544-1555.
  • 4. Cytowicz, N.A., 1958. Mechanika gruntów (in Polish): 217-219. Wyd. Geol., Warszawa.
  • 5. Griffiths, D.V., Marquez, R.M., 2007. Three-dimensional slope stability analysis by elasto-plastic finite elements. Géotechnique, 57: 537-546.
  • 6. Hicks, M.A., Spencer, W.A., 2010. Influence of heterogeneity on the reliability and failure of a long 3D slope. Computers and Geotechnics, 37: 948-955.
  • 7. Huang, C.C., Tsai, C.C., 2000. New method for 3D and asymmetrical slope stability analysis. Jour nal of Geotechnical and Geoenvironmental Engineering, 26: 917-927.
  • 8. Huang, C.C.,Tsai, C.C., Chen, Y.H., 2002. Generalized method for three-dimensional slope stability analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 128: 836-848.
  • 9. Hungr, O., 1987. An exiension of Bishop's simplified method of slope stability analysis to three dimensions. Geotechnique, 37: 113-117.
  • 10. Hungr, O., Salgado, F. M., Byrne, P. M. 1989. Evaluation of a three-dimensional method of slope stability analysis. Canadian Geotechnical Journal, 26: 679-686.
  • 11. Hutchinson, J.N., Sarma, S.K., 1985. Discussion on three-dimensional limit equilibrium analysis of slopes. Geotechnique 35: 215.
  • 12. Kalatehjari, R., Arefnia, A., A Rashid, A.S, Ali, N., Hajihassani, M., 2015. Determination of three-dimensional shape of failure in soil slopes. Canadian Geotechnical Journal, 10: 1283-1301.
  • 13. Li, A.J., Merifield, R.S., Lyamin, A.V., 2010. Three-dimensional stability charts for slopes based on limit analysis methods. Canadian Geotechnical Journal, 47: 1316-1334.
  • 14. Loehr, J.E., Mc Coy, B.F., Wright, S.G., 2004. Quasi-three-dimensional slope stability analysis method for general sliding bodies. Journal of Geotechnical and Geoenvironmental Engineering, 130: 551-560.
  • 15. McCombie, P.F., 2009. Displacement based multiple wedge slope stability analysis. Computers and Geotechnics, 36: 332-341.
  • 16. Michalowski, R.L., 1989. Three-dimensional analysis of locally loaded slopes. Geotechnique, 39: 27-38.
  • 17. Michalowski, R.L., 2010. Limit analysis and stability charts for 3D slope failures. Journal of Geotechnical and Geoenvironmental Engineering, 136: 583-593.
  • 18. Nian, T.K., Huang, R.Q., Wan, S.S., Chen, G.Q., 2012. Three-dimensional strength-reduction finite element analysis of slopes: geometric effects. Canadian Geotechnical Journal, 49: 574-588.
  • 19. Shen, H., Klapperich, H., Abbas, S.M., Ibrahim, A., 2012. Slope stability analysis based on the integration of GIS and numerical simulation. Automation in Construction, 26: 46-53.
  • 20. Ukleja, J., 1996. Calculation of range of slides of structural type on haulage benches in surface mines (in Polish with English summary). Górnictwo Odkrywkowe, 38: 56-70.
  • 21. Ukleja, K., Ukleja, J., 1999. The stabiliization of road body formed on landslips. Górnictwo Odkrywkowe, 41: 149-157.
  • 22. Ukleja, K., Ukleja, J., 2001. Structural landslide supporting by construction of a steel assisting buttress. XXIV Z.S.M.G. Lądek Zdrój, P.N.I.G.iH. Wrocław University of Technology, Conferences, 73: 525-526.
  • 23. Ukleja, K., Ukleja, J., Tatarczyk, B., 1999. Stabilisation of a road body shaped in a slope failure. XIIth European Conference on Soil Mechanics and Geotechnical Engineering, Geotechnical Engineering for Transportation Infrastructure, Amsterdam, The Netherlands 7-10 June, 2: 1391-1397.
  • 24. Vandamme, J., Zou, Q., Ellis, E., 2012. Novel particle method for modeling the episodic coliapse of soft coastal bluffs. Geomorphology, 138: 295-305.
  • 25. Vandamme, J., Zou, Q., 2013. Investigation of slope instability induced by seepage and erosion by a particle method. Computers and Geotechnics, 48: 9-20.
  • 26. Wei, W.B., Cheng, Y.M., Li, L., 2009. Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods. Computers and Geotechnics, 36: 70-80.
  • 27. Wilun Z., 1982. Zarys geotechniki (in Polish): 305-307. Wydawnictwo Komunikacji i Łączności, Warszawa.
  • 28. Xie, M., Esaki, T., Cai, M., 2006. GIS-based implementation of three-dimensional limit equilibrium ap proach of slope stability. Journal of Geotechnical and Geoenvironmental Engineering, 132: 656-660.
  • 29. Zamani, M., 2008. A more general model for the analysis of the rock slope stability. Sadhana, 33: 433-441.
  • 30. Zhang, J., Li, Z., Qi, T., 2005. Mechanism analysis of landslide of a layered slope induced by drawdown of wafer level. Science in China, Series E: Technological Sciences, 48: 136-145.
  • 31. Zhang, X., 1988. Three-dimensional stability analysis of concave slopes in plan view. Journal of Geotechnical Engineering, 114: 658-671.
  • 32. Zhang, Y., Chen, G., Wang, B., Li, L., 2013. An analytical method to evaluate the effect of a turning corner on 3D slope stability. Computers and Geotechnics, 53: 40-45.
  • 33. Zhu, D.Y, 2001. A method for locating critical slip surfaces in slope stability analysis. Canadian Geotechnical Journal, 38: 328-337.
Uwagi
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-fa3ce21f-8e99-469b-abff-d14a15713970
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