Determining the Factors of Safety of Spatially Variable Slopes Modeled by Random Fields

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Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method (2014, methodology): “Additionally, the spatial variability of soil properties cannot be considered realistically with the LEM-based methods, unless the shape of the slip surface is non-circular (Tabarroki et al., 2013).”
Probabilistic analysis of simple slopes with cohesive soil strength using RLEM and RFEM (2017, methodology): “…is that probabilistic LEM methods with constrained circular failure mechanisms superimposed on a random field may generate lower probabilities of failure compared to the same case using the RFEM approach as demonstrated by Griffiths and Fenton (2004) and Tabarroki et al. (2013), amongst others.”