Creep constitutive model considering nonlinear creep degradation of fractured rock
Stability analysis of underground constructions requires a model study of rock masses’ long-term performance. Creep tests under different stress conditions was conducted on intact granite and granite samples fractured at 30° and 45° angles. The experimental results indicate that the steady creep str...
| Hlavní autoři: | , , , , , |
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| Médium: | Článek |
| Jazyk: | English |
| Vydáno: |
Elsevier
2024-01-01
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| Edice: | International Journal of Mining Science and Technology |
| Témata: | |
| On-line přístup: | http://www.sciencedirect.com/science/article/pii/S2095268623001623 |