Three probabilistic methods of different complexity for slope stability calculations are in the
paper evaluated with respect to a well-documented case study of slope failure in Lodalen …

This paper presents a reliability assessment for the undrained bearing capacity of a surface
strip foundation based on the results of a probabilistic study in which the shear strength and …

This paper presents a probabilistic approach to evaluating the geotechnical stability problem
by incorporating the stochastic spatial variability of soil property within the numerical limit …

This study applies the limit analysis to estimate the bearing capacity of a rigid foundation on
a soil reinforced by a group of floating columns. The lower bounds of the bearing capacity …

An advanced hypoplastic constitutive model is used in probabilistic analyses of a typical
geotechnical problem, strip footing. Spatial variability of soil parameters, rather than state …

The ultimate bearing capacity of a strip footing on soil reinforced by a trench has been
studied in the framework of limit analysis. Existing contributions were reviewed and were …

Ground improvement has been extensively used in unfavorable ground conditions to
improve mechanical features of the ground, such as strength, stiffness, and watertightness …

This paper presents a review of the book titled “Design of column-reinforced foundations”
that I recently published. The design of foundations on reinforced soil by columns is tackled …

This paper presents the results obtained after investigations conducted on reinforced soils
by columns through funded collaborative Tunisian French research program. The …

The ground bearing capacity should be evaluated using performance-based specifications
that consider the strength spatial variability of the ground. In this chapter, we employed a …