Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 and NaCl solutions. The phase assemblages and the amount of Friedel's salt are evaluated using TGA, XRD and thermodynamic modeling. A larger amount of Friedel's salt is observed in the metakaolin blends compared to the pure Portland cement. A higher total chloride binding is observed for the pastes exposed to the CaCl2 solution relative to those in the NaCl solution. This is reflected by the fact that calcium increases the quantity of Friedel's salt in the metakaolin blends by promoting the transformation of strätlingite and/or monocarbonate to Friedel's salt. Calcium increases also the amount of chloride in the diffuse layer of the C-S-H for t...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...
Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 an...
This paper investigates how the composition of Portland composite cements affects their chloride-bin...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
C3A contents of Portland cement have significant role in chloride ion binding in chloride-contaminat...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. T...
In this study, we investigated well-hydrated cement pastes containing dolomite and metakaolin cured ...
This study attempts to correlate the total amount of chloride bound in concrete with the amounts bou...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. (...
Chloride binding is a complex phenomenon in which the chloride ions bind with hydrated Portland ceme...
The incorporation of supplementary cementitious materials (SCMs) in cement pastes enables both decre...
This study investigates how the pH in the pore solution influences the chloride binding in Portland ...
Thermogravimetric analysis (TGA), powder X-ray diffraction (XRD) and thermodynamic modelling have be...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...
Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 an...
This paper investigates how the composition of Portland composite cements affects their chloride-bin...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
C3A contents of Portland cement have significant role in chloride ion binding in chloride-contaminat...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. T...
In this study, we investigated well-hydrated cement pastes containing dolomite and metakaolin cured ...
This study attempts to correlate the total amount of chloride bound in concrete with the amounts bou...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. (...
Chloride binding is a complex phenomenon in which the chloride ions bind with hydrated Portland ceme...
The incorporation of supplementary cementitious materials (SCMs) in cement pastes enables both decre...
This study investigates how the pH in the pore solution influences the chloride binding in Portland ...
Thermogravimetric analysis (TGA), powder X-ray diffraction (XRD) and thermodynamic modelling have be...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...