Time-dependent mechanical behavior of tunnel linings under sulfate attack
The chemical-mechanical coupling effect of tunnel lining concrete under sulfate attack will lead to the degradation of its mechanical properties, and the degradation law is affected by many factors. A chemical–mechanical coupling method for accurately evaluating the time-dependent mechanical behavio...
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| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2021-06-01
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| Colección: | Yantu gongcheng xuebao |
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| Acceso en línea: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202106004 |
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