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Model Tests on Pile Groups Subjected to Lateral Soil Movement
This paper describes a series of model tests on instrumented pile groups embedded in calcareous sand undergoing later movement. The extent of the group effect on the lateral response of a pile in a group was found to be dependent on a number of factors, including the position of the pile in the group, the pile spacing, the number of piles, and the head fixity condition. The agreement between the experimental element program is shown to be reasonably good, provided that appropriate parameters are adopted.
Model Tests on Pile Groups Subjected to Lateral Soil Movement
This paper describes a series of model tests on instrumented pile groups embedded in calcareous sand undergoing later movement. The extent of the group effect on the lateral response of a pile in a group was found to be dependent on a number of factors, including the position of the pile in the group, the pile spacing, the number of piles, and the head fixity condition. The agreement between the experimental element program is shown to be reasonably good, provided that appropriate parameters are adopted.
Model Tests on Pile Groups Subjected to Lateral Soil Movement
L. T. Chen (author) / H. G. Poulos (author) / T. S. Hull (author)
1996
50 pages
Report
No indication
English
Model tests on pile groups subjected to lateral soil movement
TIBKAT | 1996
|Model Tests on Pile Groups Subjected to Lateral Soil Movement
British Library Online Contents | 1997
|Model Tests on Pile Groups Subjected to Lateral Soil Movement
Online Contents | 1997
|Behavior of Axially Loaded Pile Groups Subjected to Lateral Soil Movement
British Library Conference Proceedings | 2006
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