Generalized Vesic solutions for interaction of buried beams and transversely isotropic layered soils
According to the transversely isotropic elasticity theory and the transfer matrix method, the generalized Vesic solutions for the coefficient of subgrade reaction are obtained by considering the buried depth of beams and the transverse isotropy and layered properties of soils. The rationality and ac...
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| Autor principal: | |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-12-01
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| Colecção: | Yantu gongcheng xuebao |
| Assuntos: | |
| Acesso em linha: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201812011 |
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