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Pile groups are analyzed by the superposition principle.
The values of f m obtained from the pile groups in cohesionless soil are almost larger than the f m magnitudes obtained from pile groups in cohesive soil.
These curves represent the possible response of the pile groups when carrying pure lateral load.
Thirty-six mofels of helical pile groups embedded into the expansive soil were performed.
Soil conditions may force the designer to design pile groups in a building having different lengths.
A general stochastic method to verify the reliability of pile groups is developed in this paper.
This study presents a simplified method to analyze laterally loaded pile groups.
The response of laterally loaded pile groups is a complicated soil structure interaction problem.
As the size of the ground improvement increased, the fundamental period of the pile groups reduced.
Moreover, two basic types of foundations are examined, namely spread footings versus pile groups.
Studying the behavior of pile groups incorporating dissimilar piles, in literature is scarce.
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