Add to ORKGIn this study a stochastic approach is conducted to obtain the horizontal and rotational stiffness of an offshore monopile foundation. A nonlinear stochastic p-y curve is integrated into a finite element scheme for calculation of the monopile response in over-consolidated clay having spatial undrained shear strength. The random field is applied to represent the spatial variation of the soil properties. Monte Carlo simulation associate with an improved asymptotic sampling using normal and sobol sampling is utilized to generate the probability distribution of the foundation stiffness. It is shown that asymptotic sampling associated with sobol quasi random sampling is an efficient method to estimation of probability distribution in presented p...
This study presents the response of a vertically loaded pile in undrained clay considering spatially...
A detailed analysis of random responses of a horizontally layered soil deposit, subjected to an eart...
The paper deals with the problem of bearing capacity of a strip footing based on the random subsoil....
The mechanical responses of an offshore monopile foundation mounted in over-consolidated clay are ca...
A comprehensive study is performed on the stiffness of a monopile foundation supporting an offshore ...
The paper affords a stochastic description of a random soil medium subjected to an external loading....
When wind turbines are to be installed offshore, expensive geotechnical in-situ tests are carried ou...
The classical problem of a beam on an elastic foundation has long been of practical interest to geot...
This paper presents a study on the stochastic bearing capacity of two parallel strip footings suppor...
Traditional design methods of bearing capacity of shallow foundations are deterministic in the sense...
The paper describes the use of random fields and finite elements to assess the influence of porosity...
In this article, a quantitative numerical study of the random distribution of the soil material para...
The purpose of the study is to investigate the influence of porosity and void size on equivalent geo...
A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. ...
This paper studies the effect of soil spatial variability on bearing capacity of shallow foundations...
This study presents the response of a vertically loaded pile in undrained clay considering spatially...
A detailed analysis of random responses of a horizontally layered soil deposit, subjected to an eart...
The paper deals with the problem of bearing capacity of a strip footing based on the random subsoil....
The mechanical responses of an offshore monopile foundation mounted in over-consolidated clay are ca...
A comprehensive study is performed on the stiffness of a monopile foundation supporting an offshore ...
The paper affords a stochastic description of a random soil medium subjected to an external loading....
When wind turbines are to be installed offshore, expensive geotechnical in-situ tests are carried ou...
The classical problem of a beam on an elastic foundation has long been of practical interest to geot...
This paper presents a study on the stochastic bearing capacity of two parallel strip footings suppor...
Traditional design methods of bearing capacity of shallow foundations are deterministic in the sense...
The paper describes the use of random fields and finite elements to assess the influence of porosity...
In this article, a quantitative numerical study of the random distribution of the soil material para...
The purpose of the study is to investigate the influence of porosity and void size on equivalent geo...
A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. ...
This paper studies the effect of soil spatial variability on bearing capacity of shallow foundations...
This study presents the response of a vertically loaded pile in undrained clay considering spatially...
A detailed analysis of random responses of a horizontally layered soil deposit, subjected to an eart...
The paper deals with the problem of bearing capacity of a strip footing based on the random subsoil....