Effect of rock bolt support mechanism on tunnel deformation in jointed rockmass: A numerical approach
A parametric study was conducted to determine the influence of different bolt parameters (bolt length and diameter) on the maximum induced boundary displacements in jointed rockmass, using a numerical method based on finite element code. Three different types of jointed systems (Type A, Type B, and...
Gardado en:
| Principais autores: | , |
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| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado: |
KeAi Communications Co., Ltd.
2021-08-01
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| Series: | Underground Space |
| Assuntos: | |
| Acceso en liña: | http://www.sciencedirect.com/science/article/pii/S2467967419301047 |
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