Cargando…
Degradation Law and Service Life Prediction Model of Tunnel Lining Concrete Suffered Combined Effects of Sulfate Attack and Drying–Wetting Cycles
The present study explored the degradation law and service life prediction of tunnel lining concrete with different mineral admixtures under coupled actions of sulfate attack (SA) and drying–wetting (DW) cycles. The deterioration resistance coefficient (DRC) of compressive strength and influence coe...
Autores principales: | Lu, Feng, Wang, Haiyan, Wang, Lichuan, Zhao, Kai, Zhang, Junru |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2022
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9267559/ https://www.ncbi.nlm.nih.gov/pubmed/35806560 http://dx.doi.org/10.3390/ma15134435 |
Ejemplares similares
-
Study on the Deterioration of Concrete under Dry–Wet Cycle and Sulfate Attack
por: Liu, Fang, et al.
Publicado: (2020) -
Effect of Dry–Wet Ratio on Properties of Concrete Under Sulfate Attack
por: Guo, Jin-Jun, et al.
Publicado: (2019) -
Experimental Study on Mechanical Properties of High-Ductility Concrete against Combined Sulfate Attack and Dry–Wet Cycles
por: Li, Lingling, et al.
Publicado: (2021) -
Degradation Mechanism of Coal Gangue Concrete Suffering from Sulfate Attack in the Mine Environment
por: Yu, Linli, et al.
Publicado: (2023) -
Research on Performance Deterioration of Multi-Walled Carbon Nanotube–Lithium Slag Concrete under the Coupling Effect of Sulfate Attack and Dry–Wet Cycles
por: Zhang, Yifei, et al.
Publicado: (2023)