Improvement of the service life of sustainable self-compacting concrete SCC by integrating high dosage of cement replacement
Based on simple diffusion theory and a timedependent factor (α) for the chloride diffusion coefficient, chloride penetration through concrete was numerically modelled and the service life was predicted. This was done for two reference mixes (normal vibrated concrete, NVC and selfcompacting concrete,...
| Main Authors: | , , |
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| Format: | Article |
| Published: |
Institute of Research Engineers and Doctors
2015
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| Online Access: | https://eprints.nottingham.ac.uk/44587/ |