Yuan Guanglin, Wang Xiao, Li Qingtao, Tian Ludan, Zhang Yunfei. EXPERIMENTAL RESEARCH ON INTERFACIAL BONDING PROPERTY OF HIGH PERFORMANCE CGM TO CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 69-72.
Citation:
Yuan Guanglin, Wang Xiao, Li Qingtao, Tian Ludan, Zhang Yunfei. EXPERIMENTAL RESEARCH ON INTERFACIAL BONDING PROPERTY OF HIGH PERFORMANCE CGM TO CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 69-72.
Yuan Guanglin, Wang Xiao, Li Qingtao, Tian Ludan, Zhang Yunfei. EXPERIMENTAL RESEARCH ON INTERFACIAL BONDING PROPERTY OF HIGH PERFORMANCE CGM TO CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 69-72.
Citation:
Yuan Guanglin, Wang Xiao, Li Qingtao, Tian Ludan, Zhang Yunfei. EXPERIMENTAL RESEARCH ON INTERFACIAL BONDING PROPERTY OF HIGH PERFORMANCE CGM TO CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 69-72.
In this paper,the test of the Z-shape shear specimen of CGM to concrete showed how water mixing ratio,
curing age and the CGM strength level affected the interfacial bonding properties of CGM to concrete. The result
indicated that the interfacial bonding properties increased with the growth of the bonding age,and the growth rate
gradually decreased. When repaired the old concrete with CGM,the shear strength of CGM to concrete decreased
with the increase in the strength of the CGM ( the decreasing of the water mixing ratio) . The cube compressive
strength decreased with the fluidity increasing which was due to the increment of the water mixing ratio,but it was
favorable to the improvement of the bonding performance of CGM to concrete.