Damage creep model of viscoelastic rock based on fractional derivative and experimental verification
Exploring the creep law of sandstone provides a theoretical basis for evaluating the long-term stability of geotechnical engineering projects in red beds. Based on a conventional triaxial test of sandstone, a progressive loading triaxial creep test is conducted. The deformation characteristics and l...
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| Autors principals: | , , , , , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Frontiers Media S.A.
2024-04-01
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| Col·lecció: | Frontiers in Environmental Science |
| Matèries: | |
| Accés en línia: | https://www.frontiersin.org/articles/10.3389/fenvs.2024.1338016/full |
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