There are a lot of the parameters which affect pile group behavior in soil. One of these factors is the distance of piles from each other. The impact of distance on pile groups in sand has been investigated through some researches, whereas most of them have not represented an exact estimation according to the continuous change of the distance in sand. Moreover, most of previous investigations have considered two piles as a perfect group. Since two-pile group has the least interaction effect among piles, it cannot suitably demonstrate the influence of spacing. In this lecture, several 4-pile groups modeled with different spacing were subjected to axial loading in laboratory. The pile groups were free-head with length to diameter ratio of 13....
A total of forty model tests have been conducted to examine the behavior of axially loaded pile grou...
Pile group is a particular type of deep foundations which is designed and installed as the ultimates...
Lateral load tests are made on model free-headed pile groups. Pile details and arrangementof pile gr...
Grouped and single pile behavior differs owing to the impacts of the pile-to-pile interaction. Ultim...
Rapid urbanization creates a demand to expand the cities where using pile foundation became a recurr...
When piles act in a group, soil–pile interaction reduces the lateral resistance of the individual pi...
Piles are recommended to transfer the superstructure loads safely through soil by friction resistanc...
AbstractPiles are recommended to transfer the superstructure loads safely through soil by friction r...
The load distribution among piles in a group varies such that the inner piles often carry a smaller ...
Copyright © 2013 Mahdy Khari et al. This is an open access article distributed under the Creative Co...
Groups of piles are commonly used as high capacity foundations. It is recognised that the load distr...
© Copyright 2016 by the International Society of Offshore and Polar Engineers (ISOPE).In this study,...
AbstractIn structures to support large vertical and horizontal loads, piles are usually used in the ...
In the present study an attempt is made to evaluate the lateral load carrying capacity of single and...
Group Reduction Factor, G. (Davisson, 1970). for prediction of pile group behavior appears to be som...
A total of forty model tests have been conducted to examine the behavior of axially loaded pile grou...
Pile group is a particular type of deep foundations which is designed and installed as the ultimates...
Lateral load tests are made on model free-headed pile groups. Pile details and arrangementof pile gr...
Grouped and single pile behavior differs owing to the impacts of the pile-to-pile interaction. Ultim...
Rapid urbanization creates a demand to expand the cities where using pile foundation became a recurr...
When piles act in a group, soil–pile interaction reduces the lateral resistance of the individual pi...
Piles are recommended to transfer the superstructure loads safely through soil by friction resistanc...
AbstractPiles are recommended to transfer the superstructure loads safely through soil by friction r...
The load distribution among piles in a group varies such that the inner piles often carry a smaller ...
Copyright © 2013 Mahdy Khari et al. This is an open access article distributed under the Creative Co...
Groups of piles are commonly used as high capacity foundations. It is recognised that the load distr...
© Copyright 2016 by the International Society of Offshore and Polar Engineers (ISOPE).In this study,...
AbstractIn structures to support large vertical and horizontal loads, piles are usually used in the ...
In the present study an attempt is made to evaluate the lateral load carrying capacity of single and...
Group Reduction Factor, G. (Davisson, 1970). for prediction of pile group behavior appears to be som...
A total of forty model tests have been conducted to examine the behavior of axially loaded pile grou...
Pile group is a particular type of deep foundations which is designed and installed as the ultimates...
Lateral load tests are made on model free-headed pile groups. Pile details and arrangementof pile gr...