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...
Salvato in:
| Autore principale: | |
|---|---|
| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2024-01-01
|
| Serie: | Yantu gongcheng xuebao |
| Soggetti: | |
| Accesso online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20221214 |
| Tags: |
Nessun Tag, puoi essere il primo ad aggiungerne!!
|
