The pile-soil interaction problem is very complex and is not clearly understood. Much research has been performed on the subject of determination of the ultimate pile capacity and the prediction of settlement at working load conditions. Available theoretical calculations are usually based on ideal soil conditions such as purely cohesive or cohesionless soil conditions and simplified boundary conditions, and the use of soil and pile parameters for which their precise values are uncertain. Therefore an accurate prediction of the ultimate pile capacity and the pile settlement is difficult, if not impossible.Master of Science (Civil Engineering
AbstractThe paper describes the estimating settlements of bored piles foundation on the site of the ...
Nowadays, piles become the most efficient method that acts as a foundation to prevent all types of ...
In this paper, predictions of pile settlement determined by appropriate superposition of two-pile in...
The pile-soil interaction problem is very complex and is not clearly understood. Much research has b...
Testing of bored piles is carried out to investigate the load-settlement behavior of the tested pile...
This study focuses on how one can possibly predict the ultimate load for the piles that did not reac...
A primary purpose of this paper is to determine an adequate approach to the problem of axial load-se...
The goal of this project is to provide a better characterization of side and base resistance for the...
The complete load-settlement behaviour of piles can be assessed by using analytical and numerical me...
A numerical code for the prediction of the settlement of pile groups and piled rafts is presented. T...
Pile load tests should be applied to check the bearing capacity calculations and to determine the se...
A numerical code for the prediction of the settlement of pile groups and piled rafts is presented. T...
The pile loading test programme for the KCRC West Rail project provided an unusual opportunity to me...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
Large diameter bored piles are widely used in tropical and sub-tropical regions since they are well-...
AbstractThe paper describes the estimating settlements of bored piles foundation on the site of the ...
Nowadays, piles become the most efficient method that acts as a foundation to prevent all types of ...
In this paper, predictions of pile settlement determined by appropriate superposition of two-pile in...
The pile-soil interaction problem is very complex and is not clearly understood. Much research has b...
Testing of bored piles is carried out to investigate the load-settlement behavior of the tested pile...
This study focuses on how one can possibly predict the ultimate load for the piles that did not reac...
A primary purpose of this paper is to determine an adequate approach to the problem of axial load-se...
The goal of this project is to provide a better characterization of side and base resistance for the...
The complete load-settlement behaviour of piles can be assessed by using analytical and numerical me...
A numerical code for the prediction of the settlement of pile groups and piled rafts is presented. T...
Pile load tests should be applied to check the bearing capacity calculations and to determine the se...
A numerical code for the prediction of the settlement of pile groups and piled rafts is presented. T...
The pile loading test programme for the KCRC West Rail project provided an unusual opportunity to me...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
Large diameter bored piles are widely used in tropical and sub-tropical regions since they are well-...
AbstractThe paper describes the estimating settlements of bored piles foundation on the site of the ...
Nowadays, piles become the most efficient method that acts as a foundation to prevent all types of ...
In this paper, predictions of pile settlement determined by appropriate superposition of two-pile in...