This paper presents an efficient method and its usage for the three-dimensional random bearing capacity evaluation for square and rectangular footings. One of the objectives of the study is to deliver graphs that can be used to easily estimate the approximated values of coefficients of variations of undrained bearing capacity. The numerical calculations were based on the proposed method that connects three-dimensional failure mechanism, simulated annealing optimization scheme and spatial averaging. The random field is used for describing the spatial variability of undrained shear strength. The proposed approach is in accordance with a constant covariance matrix concept, that results in a highly efficient tool for estimating the probabilisti...
The paper deals with evaluation of bearing capacity of strip foundation on random purely cohesive so...
This paper describes a probabilistic study of the two dimensional bearing capacity of a vertically l...
This paper investigates stochastically the case of a shallow foundation resting on unsaturated heter...
In this study, a probabilistic approach for evaluating the bearing capacity of surface footings is d...
This paper studies the effect of soil spatial variability on bearing capacity of shallow foundations...
The paper presents the effect of the spatial variability of the soil properties on the ultimate bear...
Soils with spatially varying shear strengths are modeled using random field theory and elasto-plasti...
Abstract By merging elasto-plastic finite element analysis with random field the-ory, an investigati...
This paper describes a probabilistic study of the two dimensional bearing capacity of a vertically l...
A probabilistic model is presented to compute the probability density function (PDF) of the ultimate...
The objective of this paper is to investigate the effect of soil variability on bearing capacity of ...
The study considers the bearing capacity of eccentrically loaded strip footing on spatially variable...
Abstract – This paper aims to apply a new methodology in bearing capacity analysis, often referred t...
Natural soil is one of the most variable materials as a result of physical and chemical changes. The...
International audienceA probabilistic model is presented to compute the probability density function...
The paper deals with evaluation of bearing capacity of strip foundation on random purely cohesive so...
This paper describes a probabilistic study of the two dimensional bearing capacity of a vertically l...
This paper investigates stochastically the case of a shallow foundation resting on unsaturated heter...
In this study, a probabilistic approach for evaluating the bearing capacity of surface footings is d...
This paper studies the effect of soil spatial variability on bearing capacity of shallow foundations...
The paper presents the effect of the spatial variability of the soil properties on the ultimate bear...
Soils with spatially varying shear strengths are modeled using random field theory and elasto-plasti...
Abstract By merging elasto-plastic finite element analysis with random field the-ory, an investigati...
This paper describes a probabilistic study of the two dimensional bearing capacity of a vertically l...
A probabilistic model is presented to compute the probability density function (PDF) of the ultimate...
The objective of this paper is to investigate the effect of soil variability on bearing capacity of ...
The study considers the bearing capacity of eccentrically loaded strip footing on spatially variable...
Abstract – This paper aims to apply a new methodology in bearing capacity analysis, often referred t...
Natural soil is one of the most variable materials as a result of physical and chemical changes. The...
International audienceA probabilistic model is presented to compute the probability density function...
The paper deals with evaluation of bearing capacity of strip foundation on random purely cohesive so...
This paper describes a probabilistic study of the two dimensional bearing capacity of a vertically l...
This paper investigates stochastically the case of a shallow foundation resting on unsaturated heter...