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http://dx.doi.org/10.12989/gae.2013.5.5.485

Factor of safety in limit analysis of slopes  

Florkiewicz, Antoni (Department of Civil and Environmental Engineering, Poznan University of Technology)
Kubzdela, Albert (Department of Civil and Environmental Engineering, Poznan University of Technology)
Publication Information
Geomechanics and Engineering / v.5, no.5, 2013 , pp. 485-497 More about this Journal
Abstract
The factor of safety is the most common measure of the safety margin for slopes. When the traditionally defined factor is used in kinematic approach of limit analysis, calculations can become elaborate, and iterative methods have to be used. To avoid this inconvenience, the safety factor was defined in terms of the work rates that are part of the work balance equation used in limit analysis. It was demonstrated for two simple slopes that the safety factors calculated according to the new definition fall close to those calculated using the traditional definition. Statistical analysis was carried out to find out whether, given normal distribution of the strength parameters, the distribution of the safety factor can be approximated with a well-defined probability density function. Knowing this function would make it convenient to calculate the probability of failure. The results indicated that the normal distribution could be used for low internal friction angle (up to about $16^{\circ}$) and the Johnson distribution could be used for larger angles ${\phi}$. The data limited to two simple slopes, however, does not allow assuming these distributions a priori for other slopes.
Keywords
slope stability analysis; factor of safety;
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  • Reference
1 Bell, J.M. (1966), "Dimensionless parameters for homogeneous earth slopes", J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 92(5), 51-65.
2 Christian, J.T., Ladd, C.C. and Baecher, G. (1994), "Reliability applied to slope stability analysis", J. Geotech. Eng., 120(12), 2180-2207.   DOI   ScienceOn
3 Derski, W., Izbicki, R., Kisiel, I. and Mroz, Z. (1988), Rock and Soil Mechanics. PWN, Warszawa.
4 Izbicki, R.J. (1983), "Application of limit analysis method in stability of slopes", Archiwum Hydrotechniki, 29(3), 275-296. [in Polish]
5 Karal, K. (1977), "Application of energy method", J. Geotech. Eng. Div., 103(5), 381-397.
6 Klar, A., Aharonov, E., Kalderon-Asael, B. and Katz, O. (2011), "Analytical and observational relations between landslide volume and surface area", J. Geophys. Res., 116(F2), F02001, AGU.
7 Lambe, T.W. and Whitman, R.V. (1968), Soil Mechanics, Wiley, New York.
8 Michalowski, R.L. (1989), "Three-dimensional analysis of locally loaded slopes", Geotech., 39(1), 27-38.   DOI   ScienceOn
9 Michalowski, R.L. (2002), "Stability charts for uniform slopes", J. Geotech. Geoenv. Eng., 128(4), 351-355.   DOI   ScienceOn
10 Michalowski, R.L. (2010), "Limit analysis and stability charts for 3D slope failures", J. Geotech. Geoenv. Eng., 136(4), 583-593.   DOI   ScienceOn
11 Taylor, D.W. (1948), Fundamentals of Soil Mechanics, Wiley, New York.