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Improvement of the service life of sustainable self-compacting concrete SCC by integrating high dosage of cement replacement (2015)
Journal Article

Based on simple diffusion theory and a timedependent factor (?) 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 v... Read More about Improvement of the service life of sustainable self-compacting concrete SCC by integrating high dosage of cement replacement.