Creep behavior of frozen soil and creep analytical model of frozen wall
Abstract Taking the Gubei Mine as the research object, indoor uniaxial creep tests were carried out at temperatures of −5, −10, and −15℃ under loads of 0.3, 0.5, and 0.7σs to study the creep characteristics of deep soil, Based on the Burgers rheological model and the auxiliary formula of viscoelasti...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Nature Portfolio
2025-04-01
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| Col·lecció: | Scientific Reports |
| Matèries: | |
| Accés en línia: | https://doi.org/10.1038/s41598-025-91817-z |
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