Chloride diffusivity, chloride threshold, and corrosion initiation in reinforced alkali-activated mortars: Role of calcium, alkali, and silicate content
By M. Babaee, A. Castel. Cement and Concrete Research, 2018
139 citations recorded by the source corpus.
Abstract The aim of this study is to investigate systematically the chloride diffusivity and chloride threshold of a wide range of calcium-rich and fly ash-dominated alkali-activated samples in light of their compositional differences. To this end, the effects of various fly ash (FA)-to-slag ratios, of alkali concentrations and of silicate content in the activator were investigated. The electrochemical aspects of the passive samples were also assessed. Results show the prominent role of calcium in the matrix to reduce the chloride diffusivity. While higher alkali concentration increased the porosity and chloride diffusivities in general, lower modulus ratios provided considerably better performance in the FA-dominated samples. Chloride threshold values range between 0.19 (wt% binder mass) for calcium-rich mortars fabricated at low levels of alkalinities and 0.69 for FA-dominated mortars fabricated with highly alkaline activators. Half-cell potential and polarization resistance of alkali-activated samples were in general lower than their Portland cement counterparts.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/d363557700dca2d7ec86fba88f7d758e07223d78
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In Civil and Structural Engineering
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- R. François
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- S. Mundra
- Mette Rica Geiker
- Bernhard Elsener
- Rishi Gupta
In Materials Chemistry
Citations in the corpus
- The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI (2019, background): “Studies investigating Ccrit in alkali-activated FA [76] and FA/BFS blended systems [77] typically found Ccrit to depend primarily on the ratio (SiO2/Na2O) of the activator used.”