Strength Degradation and Chloride Ion Diffusion Behavior of Concrete Under Simulated Marine Exposure

Chloride-induced deterioration is a major threat to the durability of marine concrete structures, especially in tidal and submerged zones. This study simulated these environments by immersing C45 concrete specimens in NaCl solutions (5%, 10%, 15%) under both constant immersion and wet–dry cycles. Co...

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Detalhes bibliográficos

Principais autores:	Shaoping Li, Xiaozhou Zhang, Yaling Zhao, Hongjun Jing, Ping Lyu, Junwei Shan
Formato:	Artigo
Idioma:	Inglês
Publicado em:	MDPI AG 2026-02-01
Colecção:	Journal of Marine Science and Engineering
Assuntos:	bridge engineering tidal zone underwater area chloride ion concentration chloride ion diffusion model
Acesso em linha:	https://www.mdpi.com/2077-1312/14/5/475
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