Cargando…
Study on the freeze–thaw effect on concrete arch dam using an improved response surface method
The damming materials will be deteriorated during the long-term service of concrete arch dam by weathering, seepage dissolution, freeze–thaw and other factors which will put dams at potential risk. However, there are few researches on the reliability assessment of arch dams considering the effect of...
Autores principales: | Cai, Qian, Yang, Miaofan, Yang, Jiangui |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Nature Publishing Group UK
2023
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10628282/ https://www.ncbi.nlm.nih.gov/pubmed/37932338 http://dx.doi.org/10.1038/s41598-023-46544-8 |
Ejemplares similares
-
Uncertainty analysis on flood routing of embankment dam breach due to overtopping failure
por: Yang, Miaofan, et al.
Publicado: (2023) -
Effects of Fiber and Surface Treatment on Airport Pavement Concrete against Freeze–Thawing and Salt Freezing
por: Xu, Lei, et al.
Publicado: (2022) -
Freeze-Thaw Durability of Air-Entrained Concrete
por: Shang, Huai-Shuai, et al.
Publicado: (2013) -
Investigation on mechanical properties deterioration of concrete subjected to freeze–thaw cycles
por: Xie, Ruifeng, et al.
Publicado: (2022) -
Residual TRM-to-Concrete Bond after Freeze–Thaw Cycles
por: Askouni, Paraskevi D., et al.
Publicado: (2021)