Three-dimensional discrete element analysis of the excavation face stability of deep-buried shield tunnels
To study the stability and the influencing factors of shield tunnel excavation face under deep burial conditions, relying on the Bailuyuan shield tunnel in the second phase of the "Water Diversion from the Han to the Wei River" project, we conducted indoor uniaxial compression tests, repose angle t...
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| Autores principales: | , , , , , |
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| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
Electronic Journals for Science and Engineering - International
2025-02-01
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| Colección: | Electronic Journal of Structural Engineering |
| Materias: | |
| Acceso en línea: | http://10.0.0.97/EJSE/article/view/634 |
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