Journal of Geotechnical and Geoenvironmental Engineering · 2009 · 179 citations · 22 references
EngineeringCivil EngineeringSoil MechanicsStochastic ModelingUncertainty QuantificationMonte Carlo MethodsMonte Carlo SimulationReliabilityReliability ModelingSlope AnalysisCircular Slip Surface AnalysisEfficient EstimationFailure ProbabilityFailure Probability AnalysisFailure Probability EstimationProbability Density Function EstimationProbability Density Function ModelingUnbiased Evaluation
Evaluating slope reliability is challenging because the slip surface is unknown, and while first‑order reliability methods offer efficient failure probability estimates, they can be unconservative, whereas Monte Carlo simulation is unbiased but inefficient for low failure probabilities. This study proposes an importance‑sampling based approach that is unbiased yet far more efficient than Monte Carlo simulation for estimating slope reliability. The method details the specification of the importance‑sampling probability density function and demonstrates its performance on three slope reliability examples.
Evaluating the reliability of a slope is a challenging task because the possible slip surface is not known beforehand. Approximate methods via the first-order reliability method provide efficient ways of evaluating failure probability of the “most probable” failure surface. The tradeoff is that the failure probability estimates may be biased towards the unconservative side. The Monte Carlo simulation (MCS) is a viable unbiased way of estimating the failure probability of a slope, but MCS is inefficient for problems with small failure probabilities. This study proposes a novel way based on the importance sampling technique of estimating slope reliability that is unbiased and yet is much more efficient than MCS. In particular, the critical issue of the specification of the importance sampling probability density function will be addressed in detail. Three examples of slope reliability will be used to demonstrate the performance of the new method.
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The use of the Slip Circle in the Stability Analysis of Slopes
A. W. Bishop · Géotechnique · 1955 · 2.7K citations
Engineering, Civil Engineering, Geotechnical Engineering +11