| Autor: |
Lenzi, Maurizio, Gambi, Andrea, Olivucci, Giancarlo |
| Zdroj: |
Structural Engineering International; February 2002, Vol. 12 Issue: 1 p40-46, 7p |
| Abstrakt: |
This article presents a method for evaluating the distribution of the external loads within a pile group. The model is based on the imposition of the rotation compatibility condition between the pile cap and the piles heads. It includes the soil-foundation interaction which depends, in turn, on two main parameters. The result is a set of clear formulas similar to those provided by the statically-determinate method. Finally, a parametric analysis shows the correlation, by means of an interaction domain, between the axial forces and the bending moments in the pile heads as a function of the lateral loads. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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