Long-term properties of concrete containing ground granulated blast furnace slag and steel slag

被引:46
|
作者
Liu, Shuhua [1 ,2 ]
Wang, Zhigang [1 ]
Li, Xin [1 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
[2] UCL, Dept Civil Environm & Geomat Engn, London, England
基金
中国国家自然科学基金;
关键词
MECHANICAL-PROPERTIES; PORTLAND-CEMENT; BLENDED CEMENTS; SULFATE ATTACK; FLY-ASH; HYDRATION; STRENGTH; DURABILITY; RESISTANCE; AGGREGATE;
D O I
10.1680/macr.14.00074
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the influence of six different mineral admixtures on the long-term properties of concrete within 1080 d is investigated; these admixtures include steel slag, ground granulated blast furnace slag (GGBS) and composite mineral admixtures with four different GGBS-to-steel slag ratios. The results show that steel slag and composite mineral admixtures with a high content of steel slag have many negative effects on the long-term properties of concrete, such as decreasing strength, increasing porosity and chloride penetrability, and decreasing carbonation and sulfate resistance. GGBS tends to improve the long-term properties of concrete. Concrete containing composite mineral admixture with a high content of GGBS can achieve similar long-term strength, porosity, chloride penetrability, and carbonation and sulfate resistance to Portland cement concrete. The influence of the composite mineral admixture composed of 80% GGBS and 20% steel slag on the long-term properties of concrete might be very close to that of GGBS. All the mineral admixtures tend to decrease the long-term drying shrinkage of concrete. The effect of composite mineral admixtures with higher GGBS content on the long-term drying shrinkage of concrete is more significant.
引用
收藏
页码:1095 / 1103
页数:9
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