Effects of limestone filler and silica fume on rheology and strength of self-compacting concrete

被引:29
作者
Benaicha, Mouhcine [1 ]
Belcaid, Aicha [2 ]
Alaoui, Adil H. [2 ]
Jalbaud, Olivier [3 ]
Burtschell, Yves [3 ]
机构
[1] Ecole Natl Architecture, Rabat, Morocco
[2] Fac Sci & Tech Tanger, Tanger, Morocco
[3] AMU, Polytech Marseille, Lab IUSTI, UMR 7343, Marseille, France
关键词
compressive strength; limestone filler; rheology; silica fume; Young's modulus; CONSOLIDATING CONCRETE; MINERAL ADMIXTURES; CEMENTITIOUS MATERIALS; MECHANICAL-PROPERTIES; INERT MATERIALS; MORTARS; PERFORMANCE; BEHAVIOR; QUANTIFICATION; VISCOSITY;
D O I
10.1002/suco.201900150
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the manufacture of self-compacting concrete (SCC), the replacement of a cement fraction by mineral additions is the most common method of the mix design in order to reduce the amount of cement for economic or environmental reasons. This study presents the effect of limestone filler and silica fume on the rheological and mechanical behavior of 13 types of self-compacting concretes. Based on the rheology measurement such as slump flow diameter, V-funnel flow time, yield stress, and plastic viscosity, and the mechanical tests such as the compressive strength and Young's modulus, our results show that it is possible, according to the type and dosage of mineral additions, to correlate the mechanical parameters and each of the used rheology tests.
引用
收藏
页码:1702 / 1709
页数:8
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