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...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
KeAi Communications Co., Ltd.
2021-08-01
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| Edice: | Underground Space |
| Témata: | |
| On-line přístup: | http://www.sciencedirect.com/science/article/pii/S2467967419301047 |
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