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作 者:龙广成
机构地区:[1]School of Civil Engineering and Architecture,Central South University
出 处:《Journal of Wuhan University of Technology(Materials Science)》2007年第3期572-576,共5页武汉理工大学学报(材料科学英文版)
基 金:the Postgraduate Science Foundation of China (No.20060400883);the National "863 Program" of China (No.2002AA335020)
摘 要:Effects of factors such as water to cement ratio, fly ash and silica fume on the resistance of concrete to sulfate attack were investigated by dry-wet cycles and immersion method. The index of the resistance to sulfate attack was used to evaluate the deterioration degree of concrete damaged by sulfate. The relationship between the resistance of concrete to sulfate attack and its permeability/porosity were analyzed as well as its responding mechanism. Results show that the depth of sulfate crystal attack from surface to inner of concrete can be reduced by decreasing w/c and addition of combining fly ash with silica fume. The variation of relative elastic modulus ratio and relative flexural strength ratio of various specimens before and after being subjected to sulfate attack was compared.Effects of factors such as water to cement ratio, fly ash and silica fume on the resistance of concrete to sulfate attack were investigated by dry-wet cycles and immersion method. The index of the resistance to sulfate attack was used to evaluate the deterioration degree of concrete damaged by sulfate. The relationship between the resistance of concrete to sulfate attack and its permeability/porosity were analyzed as well as its responding mechanism. Results show that the depth of sulfate crystal attack from surface to inner of concrete can be reduced by decreasing w/c and addition of combining fly ash with silica fume. The variation of relative elastic modulus ratio and relative flexural strength ratio of various specimens before and after being subjected to sulfate attack was compared.
关 键 词:sulfate attack STRENGTH relative dynamic elastic modulus PERMEABILITY CONCRETE
分 类 号:TU528.0[建筑科学—建筑技术科学]
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