Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6740051 | Engineering Structures | 2016 | 13 Pages |
Abstract
Results of applications, concerning piles with different inclination in both stiff and soft soils, demonstrate that the model, characterised by a very low computational effort, is able to capture the response of inclined piles subjected to seismic loading. Furthermore, with reference to linear problems, the model allows the derivation of the pile stiffness matrix that can be implemented in commercial computer software based on the finite element approach.
Keywords
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Sandro Carbonari, Michele Morici, Francesca Dezi, Graziano Leoni,