Evaluating deterioration of concrete by sulfate attack

被引:26
|
作者
Long Guangcheng [1 ]
Xie Yonjiun [1 ]
Tang Xuguang [1 ]
机构
[1] Cent S Univ, Sch Civil Engn & Architecture, Changsha, Peoples R China
关键词
sulfate attack; strength; relative dynamic elastic modulus; permeability; concrete;
D O I
10.1007/s11595-006-3572-6
中图分类号
T [工业技术];
学科分类号
08 ;
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.
引用
收藏
页码:572 / 576
页数:5
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