A unified approach for mix design of concrete containing supplementary cementitious materials based on reactivity moduli

被引:67
作者
Xie, T. [1 ]
Visintin, P. [1 ]
机构
[1] Univ Adelaide, Sch Civil Environm & Min Engn, Adelaide, SA 5005, Australia
关键词
Ordinary portland cement (OPC); Supplementary cementitious materials (SCMs); Mix proportions; Compressive strength; Tensile strength; Elastic modulus; SELF-COMPACTING CONCRETE; VOLUME FLY-ASH; RICE HUSK ASH; BLAST-FURNACE SLAG; OIL FUEL ASH; INCORPORATING HIGH VOLUMES; HIGH-STRENGTH; MECHANICAL-PROPERTIES; COMPRESSIVE STRENGTH; CONSOLIDATING CONCRETE;
D O I
10.1016/j.jclepro.2018.08.254
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A growing awareness of the environmental impact of concrete production and usage has resulted in an expansion in the use of supplementary cementitious materials (SCMs) in ordinary Portland cement (OPC) based concrete. Research has produced a significant number of mix designs based on a large range of SCMs at different replacement ratios. Significantly, the results of each study are not always transferable, as unlike OPC which is generally highly controlled chemically, SCMs of a given type are generally characterised by a broad chemical makeup. In this study, the fundamental chemical and mineralogical compositions of wide-range of cementitious materials are inspected and the critical elements (i.e. oxides) are identified. The hydraulic activity of individual and blended binders are assessed and quantified based on the oxides identified leading to the quantification of a reactivity index. It is then shown how the reactivity index can be used as the basis of mix design for unitary and blended binders containing a wide range of SCM types and replacement ratios. (C) 2018 Elsevier Ltd. All rights reserved,
引用
收藏
页码:68 / 82
页数:15
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