Add to ORKGTo evaluate the chloride binding capacity of calcined calcium dialuminate(CaO·2Al 2 O 3 , CA 2 ) in the chlorine ion immobilization approach, the chloride binding capacity of cement paste was evaluated, depending on the amount of CA 2 and chloride ion. As a result, It was concluded that the chloride binding capacity of binder was decreased in order of DA10 > DA5 > OPC.??? ????????? ??????????????? ??????????????????????????? ???????????????(17SCIP-B103706-03)??? ?????? ?????????????????????
The corrosion of steel caused by chloride ions is considered to be the main durability problem of re...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
Deterioration of reinforced concrete structures due to salt corrosion is a phenomenon that can be ea...
This paper researches the Chloride Binding of Cement Paste according to the Ca/Si and Ca/Al Ratio. T...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. T...
The present study concerns the properties of cement-free concrete using binding capacity of cement p...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. (...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
The incorporation of supplementary cementitious materials (SCMs) in cement pastes enables both decre...
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 an...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...
This study investigates how the pH in the pore solution influences the chloride binding in Portland ...
Chloride binding is a complex phenomenon in which the chloride ions bind with hydrated Portland ceme...
C3A contents of Portland cement have significant role in chloride ion binding in chloride-contaminat...
The corrosion of steel caused by chloride ions is considered to be the main durability problem of re...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
Deterioration of reinforced concrete structures due to salt corrosion is a phenomenon that can be ea...
This paper researches the Chloride Binding of Cement Paste according to the Ca/Si and Ca/Al Ratio. T...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. T...
The present study concerns the properties of cement-free concrete using binding capacity of cement p...
A chloride-binding capacity is the major factor to mitigate the ingress of chloride into concrete. (...
grantor: University of TorontoChloride-induced reinforcement corrosion is the dominant cau...
The incorporation of supplementary cementitious materials (SCMs) in cement pastes enables both decre...
This study deals with the chloride binding capacity of cementitious materials. The binding capacitie...
Chloride binding is investigated for Portland cement–metakaolin–limestone pastes exposed to CaCl2 an...
The improvement in the chloride binding capacity of concrete has been shown to increase corrosion re...
This study investigates how the pH in the pore solution influences the chloride binding in Portland ...
Chloride binding is a complex phenomenon in which the chloride ions bind with hydrated Portland ceme...
C3A contents of Portland cement have significant role in chloride ion binding in chloride-contaminat...
The corrosion of steel caused by chloride ions is considered to be the main durability problem of re...
Chloride attack is the main cause of structural damage in reinforced concrete buildings exposed to m...
Deterioration of reinforced concrete structures due to salt corrosion is a phenomenon that can be ea...