References
- Arellano D., Stark T. D. (2000) Importance of three-dimensional slope stability analysis in practice, [in:] Griffiths D. V. et al (Editors), Slope Stability 2000, GSP No. 101, Reston, ASCE, 18–32.
- Bober L., Thiel K., Zabuski L. (1997) Zjawiska osuwiskowe w polskich Karpatach fliszowych – geologiczno-inżynierskie właściwosci wybranych osuwisk, IBW PAN, Gdansk (in Polish).
- Bober L., Zabuski L. (1993) Flysch Slope Classification from Viewpoint of the Landslide Prediction, Proc. Int. Symp. Geotechnical Eng. of Hard Soils-Soft Rocks, Athens, A.A. Balkema, Rotterdam-Brookfield, Vol. 2, 1965–1072.
- Bromhead E. N., Martin P. L. (2004) Three-dimensional limit equilibrium analysis of the Taren landslide, [in:] Advances in geotechnical engineering, Thomas Telford, London, Vol. 2, 789–802.
- Cavounidis S. (1987) On the ratio of factors of safety in slope stability analyses, Geotechnique, 37 (2), 207–210.
- Chang M. (2002) A 3D slope stability analysis method assuming parallel lines of intersection and differential straining of block contacts, Can. Geotech. J., 39 (4), 799–811.
- Chen R. H., Chameau J. L. (1982) Three-dimensional limit equilibrium analysis of slopes, Geotechnique, 32 (1), 31–40.
- Chugh A. K. (2003) On the boundary conditions in slope stability analysis, Int. J. Numer. Anal. Methods Geomech., 27 (11), 905–926.
- Duncan J. M. (1996) Soil slope stability analysis, [in:] Turner A. K. et al (Editors), Landslides: Investigation and mitigation, Special Report 247, Chapter 13. Washington, DC: Transportation Research Board, 337–371.
- Farzaneh O., Askari F. (2003) Three-dimensional analysis of non-homogeneous slopes, J. Geotech. Geoenviron. Eng., 129 (2), 137–145.
- Griffiths D. V., Marquez R. M. (2007) Three-dimensional slope stability analysis by elasto-plastic finite elements, Geotechnique, 57 (6), 537–546.
- Huang C. C., Tsai C. C., Chen Y. H. (2002) Generalized method for three-dimensional slope stability analysis, J. Geotech. Geoenvironmental Eng. ASCE, 128 (10), 836–848.
- Hungr O. (1987) An extension of Bishop’s simplified method of slope stability analysis to three dimensions, Geotechnique, 37 (1), 113–117.
- Hungr O., Salgado F. M., Byrne P. M. (1989) Evaluation of three-dimensional method of slope stability analysis, Can. Geotech. J., 26 (4), 679–686.
- Hutchinson J. N., Sarma S. K. (1985) Discussion on “Threedimensional limit equilibrium analysis of slopes”, Geotechnique, 35 (2), 215 p.
- Itasca (1997) FLAC 3D User’s Manual, Itasca Consulting Group, Minneapolis.
- Itasca (2000) FLAC 4.0 User’s Manual, Itasca Consulting Group, Minneapolis.
- Lam L., Fredlund D. G. (1993) A general limit equilibrium model for three-dimensional slope stability analysis, Can. Geotech. J., 30 (6), 905–O919.
- Silvestri V. (2006) A three-dimensional slope stability problem in clay, Can. Geotech. J., 43 (2), 224–228.
- Stark T. D., Eid H. T. (1998) Performance of three-dimensional slope stability methods, J. Geotech. Geoenviron. Eng., 124 (11), 1049–1060.
- Zabuski L. (2002) Wpływ procedury wykonania zabiegów stabilizujacych na stateczność podcinanego zbocza, Materiały Konferencji “Stabilizacja masywów skalnych w podłozu budowli hydrotechnicznych”, Zywiec 2002, IMGW Warszawa, 127–132 (in Polish).
- Zabuski L. (2005) Numerical three-dimensional modeling of the landslide process in the Carpathian Flysch, Int. Conf. “Mass Movement Hazard in Various Environments”, 20–21.10.2005, Kraków, Polish Geological Institute, Centre of Excellence REA, Warsaw, 43–44.
- Zabuski L., Thiel K., Bober L. (1999), Osuwiska we fliszu Karpat polskich, Geologia-modelowanie- obliczenia statecznosci, IBW PAN, Gdansk (in Polish).
- Zhang X. (1988) Three-dimensional stability analysis of concave slopes in plain view, J. Geotech. Eng. ASCE, 114 (6), 658–671.