Journal of Geotechnical Engineering · 1993 · 61 citations · 13 references
ReliabilityGeotechnical EngineeringReliability EngineeringRational Polynomial ApproximationSlope StabilityEngineeringMeasurementSlope EngineeringUncertainty QuantificationCivil EngineeringRock SlopeReliability ModellingStructural ReliabilitySystem ReliabilityReliability AnalysisStatisticsRational Polynomial TechniqueSlope Reliability Analysis
This paper is concerned with the application of a numerical technique, known as the rational polynomial approximation, to the first‐order second‐moment method for calculating statistical moments of a performance function in reliability analysis. The approach is used for slope reliability analysis within the framework of limit equilibrium considering two recognized methods of analysis (i.e. the 1965 generalized procedure of slices of Morgenstein and Price and the 1979 Sarma method). It is shown that the rational polynomial technique works well for the first‐order second‐moment method of slope reliability analysis based on two rigorous methods of limit equilibrium involving nonexplicit performance functions. The calculation can always be made with confidence whether the performance function is explicit or inexplicit, linear or nonlinear. Two illustrative examples are presented in this paper: one for a homogeneous slope and the other for a slope in layered soil. The results for the reliability index are compared with two other methods, the point‐estimate method and Monte Carlo simulation method. In the past, such comparisons have generally been made only for slope‐stability models involving explicit performance functions.
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The Analysis of the Stability of General Slip Surfaces
N. R. Morgenstern, V. E. Price · Géotechnique · 1965 · 1.9K citations
Comparison of slope stability methods of analysis
D. G. Fredlund, J. Krahn · Canadian Geotechnical Journal · 1977 · 536 citations
Risk analysis of slopes and its application to slopes in Canadian sensitive clays
Géotechnique · 1976 · 214 citations
Rock Slide, Engineering, Rock Slope +23