In this work, the ZnAl-NO2 LDH (layered double hydroxide) is investigated as a possible additive for mitigating the chloride-induced corrosion of steel in reinforced concrete. The investigation focused on the stability and chloride binding capacity of this LDH in the pH range typical of cementitious materials. Until pH = 12.5 the material was stable and effective in capturing chloride ions from the surrounding aqueous environment. For higher pH, precisely that of hydrated cement, the LDH was partially dissolved and OH− preferentially entrapped instead of Cl−. These results suggested that ZnAl-NO2 has excellent chloride entrapping capability at neutral pH, but this is reduced with increasing pH. However, when the LDH was incorporated into mo...
In recent decades, layered double hydroxides (LDH) have been proposed as innovative corrosion inhibi...
The passivation and chloride-induced depassivation of steel rebars immersed in varying alkaline envi...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
In this work, the ZnAl-NO2 LDH (layered double hydroxide) is investigated as a possible additive for...
Concrete possesses an intrinsic chloride binding capacity. Chloride ions from the environment bind w...
The chloride induced corrosion of steel in concrete is one of the biggest durability issues affectin...
Chloride ingress and carbonation are major causes of degradation of reinforced concrete. To enable p...
The present study investigates the transport properties of cement mortar with Ca-Al-NO3 layered doub...
The chloride binding capacity of cement paste with Mg-Al CLDH, obtained through calcining a commerci...
This study investigated the feasibility of using calcined layered double hydroxides (CLDHs) to preve...
This study evaluates the chloride binding capacity and the migration of chloride in sodium carbonate...
In this study, the chloride adsorption behaviors of CaAl-Cl LDH precursors with various Ca:Al ratios...
This study investigated the feasibility of using calcined layered double hydroxides (CLDHs) to preve...
Alkali activated materials (AAMs) have gained great attention as a new low-carbon binder. However, t...
Chloride ions ingress continuously in reinforced concrete through pores of it by Cl-. Recently, new ...
In recent decades, layered double hydroxides (LDH) have been proposed as innovative corrosion inhibi...
The passivation and chloride-induced depassivation of steel rebars immersed in varying alkaline envi...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
In this work, the ZnAl-NO2 LDH (layered double hydroxide) is investigated as a possible additive for...
Concrete possesses an intrinsic chloride binding capacity. Chloride ions from the environment bind w...
The chloride induced corrosion of steel in concrete is one of the biggest durability issues affectin...
Chloride ingress and carbonation are major causes of degradation of reinforced concrete. To enable p...
The present study investigates the transport properties of cement mortar with Ca-Al-NO3 layered doub...
The chloride binding capacity of cement paste with Mg-Al CLDH, obtained through calcining a commerci...
This study investigated the feasibility of using calcined layered double hydroxides (CLDHs) to preve...
This study evaluates the chloride binding capacity and the migration of chloride in sodium carbonate...
In this study, the chloride adsorption behaviors of CaAl-Cl LDH precursors with various Ca:Al ratios...
This study investigated the feasibility of using calcined layered double hydroxides (CLDHs) to preve...
Alkali activated materials (AAMs) have gained great attention as a new low-carbon binder. However, t...
Chloride ions ingress continuously in reinforced concrete through pores of it by Cl-. Recently, new ...
In recent decades, layered double hydroxides (LDH) have been proposed as innovative corrosion inhibi...
The passivation and chloride-induced depassivation of steel rebars immersed in varying alkaline envi...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...