Factorial design approach of ultra-high performance concrete

被引：0

作者：

Long, Wu-Jian ^{[1
]}

Wang, Wei-Lun ^{[1
]}

Luo, Qi-Ling ^{[1
]}

Dong, Bi-Qin ^{[1
]}

机构：

[1] Shenzhen Univ, Guangdong Provin Key Lab Durabil Marine Civil En, Shenzhen, Peoples R China

来源：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 405-408卷

关键词：

compressive strength; factorial design; statistical model; self-consolidating concrete; ultra-high strength concrete;

D O I：

10.4028/www.scientific.net/AMM.405-408.2847

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In order to understand the influence of mixture parameters on ultra-high strength self-consolidating concrete (UHS-SCC) behaviour, an experimental design was carried out in this investigation. In total, 19 SCC mixtures were prepared to determine several key responses that affect the slump flow and compressive strength of UHS-SCC. The statistical models derived from the factorial design approach can be used to quantify the effect of mixture parameters and their coupled effects on fresh and mechanical properties of SCC.

引用

页码：2847 / 2850

页数：4

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