The present study concerns the properties of cement-free concrete using acid neutralization capacity(ANC) of cement mortar. The cement-free was casted with alkali-activators by weight of binder. The properties of cement-free concrete was studied compare to that of OPC. It was found that an increase in the acid concentration resulted in a decrease until pH 9 at case of OPC. At case of cement-free cement using alkali-activators, pH was decreased until pH 3. ��� ��������������� ��������������� ��������� ��������������� ������ ��� ������������������ ���������������. ��������������� ��������� ������������ KOH, NaOH, CaOH2��� ������������ ��������� ������ ��������� ���������������, OPC������ ������ ��������� ������ ��������������� ��������� ����...
The present study, a modified electrochemical treatment was applied to concrete to mitigate the leac...
To establish an environmentally friendly concrete production assessment system, the life-cycle CO2 e...
In this study, surface corrosion evaluation of steel fiber in UHPC structural member was carried out...
Recently, cement-free has been achieved increasing attention because of its CO2 emission of ordinary...
In this study, concrete exposed to the aquatic environment caused by leaching alkali ions as a metho...
Compressive strength and freeze-thaw tests was performed to assess the durability of concrete blende...
The present study concerns the properties of cement-free concrete using acid neutralization capacity...
The present study, the effect of electrochemical treatment was assessed in terms of chloride transpo...
In this study, the experiment of resistance to chloride ion penetration for mortar, concrete using G...
This study concerns a development of cement-free using GGBS(Ground Granulated Blast furnace Slag) as...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
This paper aims to predict the durability of concrete structure in saline environment. Especially, ...
For prediction on serviceability of concrete structures, a modified pore structure in concrete was m...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
This study analyze the characteristic of CO2 emissions by work-type of reinforced concrete building ...
The present study, a modified electrochemical treatment was applied to concrete to mitigate the leac...
To establish an environmentally friendly concrete production assessment system, the life-cycle CO2 e...
In this study, surface corrosion evaluation of steel fiber in UHPC structural member was carried out...
Recently, cement-free has been achieved increasing attention because of its CO2 emission of ordinary...
In this study, concrete exposed to the aquatic environment caused by leaching alkali ions as a metho...
Compressive strength and freeze-thaw tests was performed to assess the durability of concrete blende...
The present study concerns the properties of cement-free concrete using acid neutralization capacity...
The present study, the effect of electrochemical treatment was assessed in terms of chloride transpo...
In this study, the experiment of resistance to chloride ion penetration for mortar, concrete using G...
This study concerns a development of cement-free using GGBS(Ground Granulated Blast furnace Slag) as...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
This paper aims to predict the durability of concrete structure in saline environment. Especially, ...
For prediction on serviceability of concrete structures, a modified pore structure in concrete was m...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
This study analyze the characteristic of CO2 emissions by work-type of reinforced concrete building ...
The present study, a modified electrochemical treatment was applied to concrete to mitigate the leac...
To establish an environmentally friendly concrete production assessment system, the life-cycle CO2 e...
In this study, surface corrosion evaluation of steel fiber in UHPC structural member was carried out...