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...
में बचाया:
| मुख्य लेखक: | |
|---|---|
| स्वरूप: | Artigo |
| भाषा: | Inglês |
| प्रकाशित: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-12-01
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| श्रृंखला: | Yantu gongcheng xuebao |
| विषय: | |
| ऑनलाइन पहुंच: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201812011 |
| टैग: |
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