Analysis of shear size effect and failure characteristics of cover interface considering normal force
The shear mechanical properties of the cover interface play a key role in the stability analysis of tunnel surrounding rock structure. To further reveal the coupling effect of overlying stress and size effect on the shear strength and failure mode of the cover interface, this paper adopts the RFPA n...
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| Principais autores: | , , , , , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado: |
Frontiers Media S.A.
2025-09-01
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| Series: | Frontiers in Earth Science |
| Assuntos: | |
| Acceso en liña: | https://www.frontiersin.org/articles/10.3389/feart.2025.1658450/full |
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