Behaviors of pile-column piers based on modified pasternak foundation model
The analysis of behaviors of pile-column piers in layered soils under inclined loads is extremely complicated. An improved Pasternak foundation reaction model considering the plastic yield characteristics of soils is proposed. Considering the influences of 'P-Δ effect', shear deformation and axial f...
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| Autor principal: | |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2022-10-01
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| Colecção: | Yantu gongcheng xuebao |
| Assuntos: | |
| Acesso em linha: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202210007 |
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