“…A large number of research contributions (e.g. [9][10][11][12][13][14]), based on either theoretical applications or failure case studies, have discussed the effect of uncertainties and spatial variation of soil shear strength on slope analysis reliability, whilst only few available studies have also considered the variability of hydraulic properties, particularly those governing the behaviour of unsaturated soils [15][16]. An even more limited number of published works [17] have actually tackled the problem with reference to existing river embankments and a substantial lack of applications to relevant case studies is thus observed.…”