Studies on self-compacting high performance concrete with high volume mineral additives

被引：0
|
作者：
Wu, F [1 ]
Cheng, JX [1 ]
Yang, CH [1 ]
机构：
[1] Chongqing Jianzhu Univ, Chongqing, Peoples R China
来源：
1ST INTERNATIONAL RILEM SYMPOSIUM ON SELF COMPACTING CONCRETE | 1999年 / 7卷
关键词：
mineral additives; self-compacting; high performance concrete;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper, influences of sand ratio, the sort and content of mineral additives (fly ash, blast furnace slag and silica fume) and content of superplasticizers on the slump, slump-flow and compressive strength of self-compacting high performance concrete(SCKPC) were studied. Results showed that use 60% mineral additives (30% fly ash +30% slag) replace ordinary portland cement, the slump, slump flow, 28-day and 60-day compressive strength of the self-compacting high performance concrete could reach to 27.0cm, 69.0cm, 69.3MPa and 78.5MPa respectively.
引用
收藏
页码：569 / 578
页数：10
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