Add to ORKGThis paper reports a simplified analytical solution for estimating the soil stress distribution due to pile dependence on the pile dimensions. The exponentially increasing ultimate skin friction along the pile shaft is derived by means of an equilibrium analysis of the soil element around the pile. The soil stress distribution due to the exponentially increasing skin friction and uniformly distributed end bearing of the piles is proposed. The estimated soil stresses are compared using the original Geddes solution, which validates the derivation and formulae obtained
Through the analysis of the sliding failure form of soil mass under the bearing push-extend reamed o...
This paper introduces a method based on a static load test which is aimed to verify the mechanism of...
Foundation piles transfer the applied vertical load to the surrounding soil by skin friction and bas...
As a new cross-sectional shaped pile, the stress distribution in soil induced by the side friction (...
In order to describe the interaction between a single pile and a consolidating soil a stress transfe...
An axi- symmetric finite element method is developed to analyze the behavior of single pile due to b...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
The introduction of electronic digital calculating machines in the last decade or two has led to the...
In situ results of Osterberg cell load test and the conventional static compression load test are co...
In recent decades much research efforts have been dedicated to understand piles and piled foundation...
Piles are often used in groups, and the behavior of pile groups under the applied loads is generally...
For determinations of the ultimate tension capacity of a piled foundation, often use is made of empi...
Introduction. The paper describes a new approach for pile foundations design. The system of mechanic...
Pile resistance is composed of skin friction and end bearing. One method of determining the two comp...
An analytical elastic continuum model is developed for the settlement of end-bearing piles in a two-...
Through the analysis of the sliding failure form of soil mass under the bearing push-extend reamed o...
This paper introduces a method based on a static load test which is aimed to verify the mechanism of...
Foundation piles transfer the applied vertical load to the surrounding soil by skin friction and bas...
As a new cross-sectional shaped pile, the stress distribution in soil induced by the side friction (...
In order to describe the interaction between a single pile and a consolidating soil a stress transfe...
An axi- symmetric finite element method is developed to analyze the behavior of single pile due to b...
Well proven numerical techniques of analysis have been used to study the manner in which piled found...
The introduction of electronic digital calculating machines in the last decade or two has led to the...
In situ results of Osterberg cell load test and the conventional static compression load test are co...
In recent decades much research efforts have been dedicated to understand piles and piled foundation...
Piles are often used in groups, and the behavior of pile groups under the applied loads is generally...
For determinations of the ultimate tension capacity of a piled foundation, often use is made of empi...
Introduction. The paper describes a new approach for pile foundations design. The system of mechanic...
Pile resistance is composed of skin friction and end bearing. One method of determining the two comp...
An analytical elastic continuum model is developed for the settlement of end-bearing piles in a two-...
Through the analysis of the sliding failure form of soil mass under the bearing push-extend reamed o...
This paper introduces a method based on a static load test which is aimed to verify the mechanism of...
Foundation piles transfer the applied vertical load to the surrounding soil by skin friction and bas...