National audienceMost of the investigations on laterally loaded piles groups effect concern the load distribution on different piles of the group, the spacing effect and the direction of the load on the piles' behaviour. The concept of reduction factors applied to P-Y curves for a single pile taking into account the group effect has been proposed by few authors. However any complete study of group effect on P-Y curves for the different piles has not yet been performed. The main reasons of this fact are the difficulties to get experimentally these subgrade reaction curves. In this paper, results tests of laterally loaded couples of piles in centrifuge are explained and discussed. All the tests have been run at the Laboratoire des Ponts et Ch...
Lateral load tests are made on model free-headed pile groups. Pile details and arrangementof pile gr...
Piles in a pile group subjected to torsion simultaneously mobilize lateral and torsional resistances...
Abstract A three-dimensional finite element approach was used to assess the lateral pile and pile gr...
National audienceMost of the investigations on laterally loaded piles groups effect concern the load...
Design of pile foundations is based on articles of the Fascicule 62 (French code of practice). Actua...
When piles act in a group, soil–pile interaction reduces the lateral resistance of the individual pi...
Due to wave actions, wind actions, machine vibrations, etc... deep foundations may be subject to cyc...
A lateral load test was conducted on an instrumented 4x4 fixed head battered pile group in a centrif...
The response of laterally loaded pile groups is a complicated soil–structure interaction problem. Al...
AbstractThe response of laterally loaded pile groups is a complicated soil–structure interaction pro...
Despite the great development in the manufacture of the helical pile and the development of their us...
To estimate response of pile groups under lateral loading, a widely accepted approach is to use the ...
[[abstract]]A modulus-multiplier approach, which applies a reduction factor to the modulus of single...
In earthquake engineering, pile foundations are designed to withstand the lateral loading that resul...
Abstract. The paper presents the analysis of two groups of piles subjected to lateral loads incorpor...
Lateral load tests are made on model free-headed pile groups. Pile details and arrangementof pile gr...
Piles in a pile group subjected to torsion simultaneously mobilize lateral and torsional resistances...
Abstract A three-dimensional finite element approach was used to assess the lateral pile and pile gr...
National audienceMost of the investigations on laterally loaded piles groups effect concern the load...
Design of pile foundations is based on articles of the Fascicule 62 (French code of practice). Actua...
When piles act in a group, soil–pile interaction reduces the lateral resistance of the individual pi...
Due to wave actions, wind actions, machine vibrations, etc... deep foundations may be subject to cyc...
A lateral load test was conducted on an instrumented 4x4 fixed head battered pile group in a centrif...
The response of laterally loaded pile groups is a complicated soil–structure interaction problem. Al...
AbstractThe response of laterally loaded pile groups is a complicated soil–structure interaction pro...
Despite the great development in the manufacture of the helical pile and the development of their us...
To estimate response of pile groups under lateral loading, a widely accepted approach is to use the ...
[[abstract]]A modulus-multiplier approach, which applies a reduction factor to the modulus of single...
In earthquake engineering, pile foundations are designed to withstand the lateral loading that resul...
Abstract. The paper presents the analysis of two groups of piles subjected to lateral loads incorpor...
Lateral load tests are made on model free-headed pile groups. Pile details and arrangementof pile gr...
Piles in a pile group subjected to torsion simultaneously mobilize lateral and torsional resistances...
Abstract A three-dimensional finite element approach was used to assess the lateral pile and pile gr...