Effects of W/B ratios and fly ash finenesses on chloride diffusion coefficient of concrete in marine environment
- 1 July 2008
- journal article
- Published by Springer Nature in Materials and Structures
- Vol. 42 (4) , 505-514
Abstract
No abstract availableKeywords
This publication has 17 references indexed in Scilit:
- Effect of W/C ratio on covering depth of fly ash concrete in marine environmentConstruction and Building Materials, 2007
- Study of the chloride diffusion in mortar: A new method of determining diffusion coefficients based on impedance measurementsCement and Concrete Composites, 2006
- Predicting the durability of Portland cement systems in aggressive environments—Laboratory validationCement and Concrete Research, 2004
- Characteristic service life for concrete exposed to marine environmentsCement and Concrete Research, 2004
- Effects of fly ash on chloride migration in concrete and calculation of cover depth required against the corrosion of embedded steel reinforcementStructural Concrete, 2004
- Chloride migration coefficient of self-compacting concreteMaterials and Structures, 2004
- Performance of pfa concrete in a marine environment––10-year resultsCement and Concrete Composites, 2004
- Predicting the remaining service life of land concrete by steel corrosionCement and Concrete Research, 2003
- Effect of initial curing on chloride diffusion in concrete repair materialsCement and Concrete Research, 1999
- Corrosion initiation time of steel reinforcement in a chloride environment—A one dimensional solutionCorrosion Science, 1997