Evaluation model for durability of concrete in marine environments
The diffusion of chloride is driven by a concentration gradient in the pore solution of concrete. By considering chloride-binding, the properties of pore solution and the pore structure of concrete, the diffusion coefficient of chloride in concrete was defined in three ways, namely, the intrinsic, t...
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| Format: | Thesis |
| Language: | English |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/10356/13094 |