Hydration and strength development in ternary portland cement blends containing limestone and fly ash or metakaolin

被引:282
作者
Vance, Kirk [1 ]
Aguayo, Matthew [1 ]
Oey, Tandre [2 ]
Sant, Gaurav [2 ]
Neithalath, Narayanan [1 ]
机构
[1] Arizona State Univ, Sch Sustainable Engn & Built Environm, Tempe, AZ 85287 USA
[2] Univ Calif Los Angeles, Dept Civil & Environm Engn, Lab Chem Construct Mat, Los Angeles, CA 90095 USA
基金
美国国家科学基金会;
关键词
Limestone; Metakaolin; Fly ash; Isothermal calorimetry; Carboaluminates; CONCRETE; FILLERS; POWDER;
D O I
10.1016/j.cemconcomp.2013.03.028
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper reports the influence of limestone particle size and the type of (partial) cement replacement material on hydration and the mechanical properties of cement pastes. Limestone powders having median particle sizes of 0.7, 3, and 15 mu m, at OPC replacement levels between 0% and 20% (volume basis), and two other replacement materials of differing reactivity (i.e., Class F fly ash or metakaolin) at replacement levels between 0% and 10% (volume basis), are used to proportion ternary binder formulations. Fine limestone accelerates early-age hydration, resulting in comparable or better 1-day compressive strengths, and increased calcium hydroxide (CH) contents as compared to pure cement pastes. The incorporation of metakaolin in conjunction with limestone powder alters the heat release (i.e., kinetic) response significantly. A ternary blend of this nature, with 20% total cement replacement demonstrates the highest 1-day strength and lowest CH content. Thermal analysis reveals distinct peaks corresponding to the formation of the carboaluminate phases after 28 days in the limestone-metakaolin modified pastes, whereas the incorporation of similar levels of fly ash does not change the response markedly. It is shown that the synergistic effects of limestone and metakaolin incorporation results in improved properties at early ages, while maintaining later age properties similar to that of traditional OPC systems. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:93 / 103
页数:11
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