W. Chalee
- Effect of W/C ratio on covering depth of fly ash concrete in marine environment. Dans: Construction and Building Materials, v. 21, n. 5 (mai 2007). (2007):
- Long term performance of chloride binding capacity in fly ash concrete in a marine environment. Dans: Construction and Building Materials, v. 24, n. 8 (août 2010). (2010):
- Initial corrosion presented by chloride threshold penetration of concrete up to 10 year-results under marine site. Dans: Construction and Building Materials, v. 37 (décembre 2012). (2012):
- Effect of sodium hydroxide concentration on chloride penetration and steel corrosion of fly ash-based geopolymer concrete under marine site. Dans: Construction and Building Materials, v. 63 (juillet 2014). (2014):
- Effects of W/B ratios and fly ash finenesses on chloride diffusion coefficient of concrete in marine environment. Dans: Materials and Structures, v. 42, n. 4 (mai 2009). (2009):
- Concrete durability presented by acceptable chloride level and chloride diffusion coefficient in concrete: 10-year results in marine site. Dans: Materials and Structures, v. 47, n. 9 (septembre 2014). (2014):
- Predicting the chloride penetration of fly ash concrete in seawater. Dans: Marine Structures, v. 22, n. 3 (juillet 2009). (2009):