A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products were calculated for saturated state hydration and for samples that have been dried to 11% rh after hydration. The chloride binding of several hydrated phases (C-S-H, monosulfate, hydroxy-AFm, AFt, CH, and Friedel's salt) has been studied and estimated in relation to the chloride content of the pore solution. Combining two new isotherms, for C-S-H and AFm chloride binding in hardened cement paste, and the computed quantities of all hydration products, a new formula for the chloride binding capacity of OPC pastes has been deduced. The new model is based on the chloride binding abilities of each hydrated phase, and therefore can distinguish between...
The corrosion of steel caused by chloride ions is considered to be the main durability problem of re...
The alkali-binding capacity of C–S–H in hydrated Portland cement pastes is addressed in this study. ...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
This study attempts to correlate the total amount of chloride bound in concrete with the amounts bou...
The incorporation of supplementary cementitious materials (SCMs) in cement pastes enables both decre...
An improved hydration model of slag-blended cements, taking into account new insights, is used to es...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
Copyright © 2016 Techno-Press, Ltd. A predictive model for chloride binding isotherms of blended cem...
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
This paper investigates how the composition of Portland composite cements affects their chloride-bin...
139 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000.The chloride binding capacity...
This study investigates how the pH in the pore solution influences the chloride binding in Portland ...
Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 an...
The corrosion of steel caused by chloride ions is considered to be the main durability problem of re...
The alkali-binding capacity of C–S–H in hydrated Portland cement pastes is addressed in this study. ...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
This study attempts to correlate the total amount of chloride bound in concrete with the amounts bou...
The incorporation of supplementary cementitious materials (SCMs) in cement pastes enables both decre...
An improved hydration model of slag-blended cements, taking into account new insights, is used to es...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
Copyright © 2016 Techno-Press, Ltd. A predictive model for chloride binding isotherms of blended cem...
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
This paper investigates how the composition of Portland composite cements affects their chloride-bin...
139 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000.The chloride binding capacity...
This study investigates how the pH in the pore solution influences the chloride binding in Portland ...
Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 an...
The corrosion of steel caused by chloride ions is considered to be the main durability problem of re...
The alkali-binding capacity of C–S–H in hydrated Portland cement pastes is addressed in this study. ...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...