Effect Of Different Mineral Admixtures On Sulfate Attack to Mortars

被引:1
作者
Niu, Quan-Lin [1 ]
Feng, Nai-Qian [2 ]
机构
[1] Shandong Univ Technol, Coll Mat Sci & Engn, Zibo 255049, Shandong, Peoples R China
[2] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
来源
ULTRA-HIGH-PUMPABILITY AND HIGH PERFORMANCE CONCRETE TECHNOLOGY | 2009年 / 405-406卷
关键词
Mineral admixture; Sulfate Attack; expansion ratio; mass loss; Corrosion resistance coefficient; FLY-ASH; SILICA FUME; CONCRETE; RESISTANCE; CEMENT; METAKAOLIN; PASTES;
D O I
10.4028/www.scientific.net/KEM.405-406.278
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Corrosion resistance coefficient of mortars incorporating different mineral admixtures were tested according to GB2420, and the expansion ratio of mortar bar immersed in 5% Na2SO4 solution was measured according to ASTM C1012. It is shown that all the mineral admixtures, including ground granulated blast furnace slag (SL) fly ash (FA), natural zeolite (NZ) and metakaolin (MK) were effective in decreasing the 15-week expansion and increasing the corrosion resistance coefficient of the specimens immersed in Na2SO4 solution as well.
引用
收藏
页码:278 / +
页数:3
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