Stability and second-order lateral stiffness of embedded piles with generalized end-boundary conditions on non-homogeneous soil
| Autor: | Jeisson Alejandro Higuita-Villa, Carlos A. Vega-Posada, Julio César Saldarriaga-Molina |
|---|---|
| Rok vydání: | 2021 |
| Předmět: | |
| Zdroj: | Journal of Physics: Conference Series. 2047:012004 |
| ISSN: | 1742-6596 1742-6588 |
| DOI: | 10.1088/1742-6596/2047/1/012004 |
| Popis: | This paper presents a simplified analytical method to conduct elastic stability and second-order lateral sti˙ness analysis of piles embedded in a two-parameter elastic soil. This work is an extension to a work recently presented by the first author, but here, the emphasis is given to study the e˙ect of end-boundary conditions and soil non-homogeneity on the pile’s buckling load and lateral sti˙ness. The proposed formulation includes the e˙ect of i) semi-rigid connections and lateral transverse springs at the ends of the pile, ii) an external transverse load acting along the pile, iii) soil non-homogeneity, and iv) the second-parameter of the elastic soil. The influence of the modulus of subgrade reaction, degrees of non-homogeneity, and intermediate end-boundary conditions on the pile response are investigated via a parametric study. The proposed solution can be employed to perform either lateral deformation or elastic buckling analysis. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|