Unified plastic solution for stress and displacement of tunnels in cold regions considering transversely isotropic frost heave
The unified strength theory is used as a yield criterion to determine the plastic state of frozen surrounding rock of tunnels in cold regions. Taking comprehensive influences of the intermediate principal stress effect and transversely isotropic frost heave on the strength of frozen surrounding rock...
Tallennettuna:
| Päätekijä: | |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2020-10-01
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| Sarja: | Yantu gongcheng xuebao |
| Aiheet: | |
| Linkit: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202010007 |
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