Analytical solutions for horizontal dynamic response for pile groups based on Pasternak model
A simplified model for a single pile is established based on the Pasternak foundation and Euler beam models considering the axial second-order effects of pile shaft. The corresponding analytical solutions are derived by utilizing the differential transformation methods and the double-shear theory as...
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| Format: | Artigo |
| Langue: | Inglês |
| Publié: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2023-05-01
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| Collection: | Yantu gongcheng xuebao |
| Sujets: | |
| Accès en ligne: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20220235 |
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