A study on the passive state stability of steel embedded in activated fly ash mortars
By D. Bastidas, A. Fernández-Jiménez, A. Palomo, J. González. 2008
143 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/8607e289bd5403a800fc23747f1e3ce42c1b0c52
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In Civil and Structural Engineering
- J. Provis
- S. A. Bernal
- R. Mejía de Gutiérrez
- M. Criado
- J. V. van Deventer
- Zuhua Zhang
- S. Mundra
- D. Bastidas
Citations in the corpus
- Chloride-induced corrosion of steel rebars in simulated pore solutions of alkali-activated concretes (2017, background): “[31] reported similar passivation behaviours for alkali-activated fly ash and PC mortars, however upon addition of chloride (2 wt% of binder), increased corrosion current density and lower corrosion resistance were observed for alkali activated fly ash mortars than PC mortars.”
- Steel corrosion behaviour in carbonated alkali-activated slag concrete (2009, methodology): “Cu/CuSO4 a 10% probability of corrosion [3,15]; (ii) linear polarization resistance (Rp) values (Rp 1⁄4 DE DI).”