Spatial variability of soil properties was rarely taken into account directly in traditional slope
stability analyses, rather some “average” or suitably “pessimistic” properties are assumed to …

This paper is motivated by the Time Capsule Project (TCP) of the International Society for
Soil Mechanics and Geotechnical Engineering (ISSMGE). The historical developments of …

The probabilistic bearing capacity of the strip footing placed near a two-layered cohesive
soil slope is evaluated using random adaptive finite element limit analysis with anisotropic …

In this paper we investigate the probability of failure of a cohesive slope using both simple
and more advanced probabilistic analysis tools. The influence of local averaging on the …

Square plate anchors are increasingly used to provide uplift bearing capacity for both
onshore and offshore infrastructures. Past research on the behavior of plate anchors mostly …

A probabilistic study on the bearing capacity of a rough rigid strip footing on a weightless
cohesive soil is carried out to assess the influence of randomly distributed undrained shear …

The basal heave stability of supported excavations is an essential problem in geotechnical
engineering. This paper considers the probabilistic analysis of basal heave stability of …

Helical anchors are emerging as an innovative foundation design option for offshore
applications to resist uplift loading. Numerous studies have been conducted to investigate …

This paper focuses on the bearing capacity of vertically loaded rigid footings adjacent to
slopes with spatially random soil by performing random adaptive finite-element limit …

In recent years, spatial variability modeling of soil parameters using random field theory has
gained distinct importance in geotechnical analysis. In the present study, commercially …