Factorial Design Approach of Ultra-High Performance Concrete

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 c...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 405-408; pp. 2847 - 2850
Main Authors Luo, Qi Ling, Long, Wu Jian, Dong, Bi Qin, Wang, Wei Lun
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 03.09.2013
Subjects
Compressive Strength
Factorial Design
Statistical Model
Ultra-High Strength Concrete
Self-Consolidating Concrete
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Summary: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.
Bibliography:Selected, peer reviewed papers from the 2013 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013), July 27-28, 2013, Zhuhai, China
ISBN:3037858575
9783037858578
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.405-408.2847