An improved hydration model of slag-blended cements, taking into account new insights, is used to estimate and quantify the hydration products of slag-blended cements. Individual chloride binding isotherms are used to correlate these amounts of hydration products with the amount of bound chlorides. A number of parameters are directly or indirectly taken into account when estimating the chloride binding ability of a slag-blended cement paste: cement composition, slag content, water/binder ratio, curing age, and free chloride concentration. The model allows the study of the breakdown of bound chlorides by hydration products and their source – either the OPC or the slag
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
A theoretical understanding of chloride binding is urgently needed if we are to use the new low-CO2 ...
In this paper, the zeta potential of freshly mixed cement paste and hardened cement pastes, as well ...
An improved hydration model of slag-blended cements, taking into account new insights, is used to es...
The service-life of steel-reinforced concrete structures is primarily determined by the ability of t...
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...
This study attempts to correlate the total amount of chloride bound in concrete with the amounts bou...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
This book addresses the hydration of ordinary portland cement, the principal hydraulic binder used i...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
We examined the binding process of NaCI penetrating into hardened cements from outer source through ...
Corrosion of rebar in concrete is commonly associated with, and to a large degree influenced by, the...
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
A theoretical understanding of chloride binding is urgently needed if we are to use the new low-CO2 ...
In this paper, the zeta potential of freshly mixed cement paste and hardened cement pastes, as well ...
An improved hydration model of slag-blended cements, taking into account new insights, is used to es...
The service-life of steel-reinforced concrete structures is primarily determined by the ability of t...
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...
This study attempts to correlate the total amount of chloride bound in concrete with the amounts bou...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
This book addresses the hydration of ordinary portland cement, the principal hydraulic binder used i...
A new hydration model of OPC [1, 2] was used in this study. The quantities of hydration products wer...
We examined the binding process of NaCI penetrating into hardened cements from outer source through ...
Corrosion of rebar in concrete is commonly associated with, and to a large degree influenced by, the...
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
A theoretical understanding of chloride binding is urgently needed if we are to use the new low-CO2 ...
In this paper, the zeta potential of freshly mixed cement paste and hardened cement pastes, as well ...