Article ID Journal Published Year Pages File Type
4743601 Engineering Geology 2014 9 Pages PDF
Abstract

•A simplified study of soil slope stability incorporating spatial variation is presented.•The out-of-plane failure mode (in 3-D) of an earth embankment is investigated by probabilistic analysis.•A comparison between spatial-averaging and spatial-autocorrelation approaches is illustrated.

This paper presents a probabilistic study of the out-plane failure mode of long embankments by first-order reliability method (FORM) and limit equilibrium method (LEM). The uncertainty and longitudinal spatial variability of soils that are deemed the most important factors producing the 3-D failure modes are considered in the probabilistic analysis. The longitudinal (out-plane) spatial variation of undrained shear strength is modeled by both spatial-averaging approach and spatial-autocorrelation approach. Comparisons are made between the two methods. For a long earth embankment, the local 3-D failure with a probabilistic critical width is investigated.

Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
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