Analysis on Calculated Length for Buckling Stability of Steel Pipe Pile Based on Energy Method
| Author(s): |
Wei Lu
Dong Zhao |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | The Open Civil Engineering Journal, December 2017, n. 1, v. 11 |
| Page(s): | 167-175 |
| DOI: | 10.2174/1874149501711010167 |
| Abstract: |
According to the Winkler assumption, the form of the pile constraint could be simplified as bottom fixing and top free. Considering the influence from resistance of soil around pile, the equations on calculated length for buckling stability of steel pipe pile when the portions along the pile length were constrained in the uniform foundation and the layered foundation were respectively derived based on energy method and variational principles. And the application of the formulas was explained through examples. The equations are successfully applied in similar projects. |
| Copyright: | © 2017 Wei Lu and Dong Zhao |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10175283 - Published on:
30/12/2018 - Last updated on:
02/06/2021
