Print Email Facebook Twitter Reliability Analysis of Heterogeneous Slope Considering Effect of Distribution Types Part of: Geotechnical Safety and Risk V· list the conference papers Title Reliability Analysis of Heterogeneous Slope Considering Effect of Distribution Types Author Jiang, S. Li, D. Wei, B. Date 2015-10-14 Abstract The effect of probability distributions on the slope reliability is highlighted in this study since the lognormal distribution is often used to characterize the variability of soil properties to avoid negative values. A multiple response-surface based MCS method for slope reliability analysis in spatially variable soils is proposed. A heterogeneous slope consisting of three soil layers (including a weak layer) is studied to demonstrate the validity of the proposed method and explore the effect of probability distributions for soil shear strength parameters on the reliability of the heterogeneous slope. The results indicate that the proposed method provides a practical tool for evaluating the reliability of heterogeneous slopes in spatially variable soils. The difference in the probabilities of failure of the heterogeneous slope associated with the lognormal, normal, gamma and beta distributions is significant when the spatial variability of multiple soil properties is incorporated. In general, the probability of failure may be underestimated as the lognormal distribution is used for characterization of the random fields of soil properties. Subject probability distributionheterogeneous slopeweak layerspatial variabilityreliability analysis To reference this document use: http://resolver.tudelft.nl/uuid:22715a9a-f82a-467e-bee1-97323f814284 DOI https://doi.org/10.3233/978-1-61499-580-7-730 Part of collection Conference proceedings Document type conference paper Rights (c) 2015 The Authors and IOS Press, Creative Commons CC-BY Files FILE STAL9781614995807-0730 213.71 KB Close viewer /islandora/object/uuid:22715a9a-f82a-467e-bee1-97323f814284/datastream/OBJ/view