Elastoplastic analysis of surrounding rock of caverns considering deterioration of stiffness and strength
The stiffness and strength of the surrounding rock in underground caverns will deteriorate to a certain extent when it enters the plastic state. Based on the D-P yield criterion, the elastic-plastic solution for the anchored surrounding rock of deep-buried circular caverns is obtained considering th...
Kaydedildi:
| Yazar: | |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
| Baskı/Yayın Bilgisi: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2024-01-01
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| Seri Bilgileri: | Yantu gongcheng xuebao |
| Konular: | |
| Online Erişim: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20221214 |
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