In this study, Slant shear tests were conducted to evaluate the shear strength of concrete by different compressive strength and interface treatment. As a result of this study, the highest shear bond strength achieved was 28.06MPa for 120MPa+180MPa specimen wire-brushed interface treatment. The lowest shear bond strength achieved was 0.74MPa for 180MPa+180MPa specimen without interface treatment. ��� ��������������� ������ ������������ ��������������� ������������ ��������������� ������������ ������ ������������ ��� ��� ������ ��������� ������ ������������ ������������ ��������� ���������������. ������������ 120MPa+180MPa��� Wire-brush ��������� ��������� 28.06 MPa ������������ ������ ������ ���������������, 180MPa+180MPa��� ������������ ...
The main purpose of this study is to prevent the thermal cracks of mass concrete by Cement heat of h...
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In this study, the experiment of resistance to chloride ion penetration for mortar, concrete using G...
As a result of conducting the experiment which measured the compressive strengthes in each 4,6,8,12,...
The assessment of the environmental performance of concrete mainly have been condu cted in terms of ...
This study, evaluated thermal performance of cement mortar with G-PCM. As a result replaced ratio la...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
The present study, a modified electrochemical treatment was applied to concrete to mitigate the leac...
In order to develop concrete generating compressive strength of 15MPa���30MPa aging for 6���12 hours...
Diffusion of social communications is bringing about serious changes in human interactions. This pap...
In order to develop concrete generating compressive strength of 15MPa���30MPa aging for 6���12hours ...
This paper presents the flexural capacities of one-way hollow slab with donut type hollow sphere. Ac...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
��� ��������� ������ ������ ��������������� Dual-hybrid Switched-Examine/Maximal-Ratio Combining ���...
The main purpose of this study is to prevent the thermal cracks of mass concrete by Cement heat of h...
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��� ��������������� ��������������� ������������ ������������ ��������� Double-side��� TFSRG(Transve...
In this study, the experiment of resistance to chloride ion penetration for mortar, concrete using G...
As a result of conducting the experiment which measured the compressive strengthes in each 4,6,8,12,...
The assessment of the environmental performance of concrete mainly have been condu cted in terms of ...
This study, evaluated thermal performance of cement mortar with G-PCM. As a result replaced ratio la...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
The present study, a modified electrochemical treatment was applied to concrete to mitigate the leac...
In order to develop concrete generating compressive strength of 15MPa���30MPa aging for 6���12 hours...
Diffusion of social communications is bringing about serious changes in human interactions. This pap...
In order to develop concrete generating compressive strength of 15MPa���30MPa aging for 6���12hours ...
This paper presents the flexural capacities of one-way hollow slab with donut type hollow sphere. Ac...
In this study, freezing-thawing resistance was evaluated by f/t test and pore distribution of concre...
��� ��������� ������ ������ ��������������� Dual-hybrid Switched-Examine/Maximal-Ratio Combining ���...
The main purpose of this study is to prevent the thermal cracks of mass concrete by Cement heat of h...
��� ��������� ������ ������ ������ ��������� ��������� ������ ��������� ��������� ������ �����������...
��� ��������������� ��������������� ������������ ������������ ��������� Double-side��� TFSRG(Transve...