Spatial variability is one of the major sources of uncertainty in geotechnical applications.
This variability is characterized customarily by the scale of fluctuation. Scale of fluctuation …

Conventionally adopted deterministic slope stability analyses do not consider the influence
of uncertainties related to geotechnical properties as well as failure mechanism in slope …

Shear strength parameters in naturally alluvial deposits bear variation with depth (non-
stationarity). Probabilistic analysis of simple slopes with linearly increasing (mean) …

The purpose of this study is to examine the behavior of simple soil slopes reinforced with
geosynthetics using deterministic and stochastic as well as circular and noncircular limit …

The routine pseudo-static (PS) approach does not consider the random variability of the
seismic load which might lead to unconservative estimates of the slope failure probability in …

A probabilistic study on the bearing capacity of two parallel strip footings on a spatially
variable soil where the mean of undrained shear strength increased linearly with depth was …

This paper reports the probabilistic seismic stability analyses conducted for toe-excavated
hillslopes, both for unsupported slopes and that retained by anchored sheet pile wall …

This study aimed to emphasize the significance of spatial variability in soil strength
parameters on the behavior of nailed walls, highlighting the necessity of probabilistic design …

The study presents a comprehensive study on the assessment of the bearing capacity of
closely spaced strip footings on c‐ø soil, considering spatial variability in soil properties. A …

The undrained pullout capacity of granular pile anchors (GPA) can be sensitive to changes
in soil shear strength. Researchers are intrigued by evaluating spatial variations in soil …