Study on progressive failure mode of surrounding rock of shallow buried bias tunnel considering strain-softening characteristics
Abstract Mountain tunnels portal often have to pass through slope terrain unavoidably, thus forming a shallow buried bias tunnel. During the construction of shallow buried bias tunnel, disasters such as slope sliding and tunnel collapse frequently occur. The failure mode of surrounding rock obtained...
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| Principais autores: | , , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Nature Portfolio
2024-04-01
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| Colecção: | Scientific Reports |
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| Acesso em linha: | https://doi.org/10.1038/s41598-024-60324-y |
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