Improvement compressive strength of concrete in different curing media by Al2O3 nanoparticles

被引:98
作者
Nazari, Ali [1 ]
Riahi, Shadi [1 ]
机构
[1] Islamic Azad Univ, Dept Tech & Engn Sci, Saveh Branch, Saveh, Iran
来源
MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING | 2011年 / 528卷 / 03期
关键词
Al2O3; nanoparticle; Compressive strength; Setting time; Concrete; Curing medium; Limewater; Workability; TGA; XRD; Pore structure; FLY-ASH; RHEOLOGICAL PROPERTIES; PARTICLE-SIZE; CEMENT PASTES; MORTAR;
D O I
10.1016/j.msea.2010.09.098
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
In the present work, the effect of curing medium on microstructure together with physical, mechanical and thermal properties of concrete containing Al2O3 nanoparticles has been investigated. Portland cement was partially replaced by Al2O3 nanoparticles with the average particle size of 15 nm and the specimens were cured in water and saturated limewater for specific ages. The results indicate that Al2O3 nanoparticles up to maximum of 2.0% produces concrete with improved compressive strength and setting time when the specimens cured in saturated limewater. The optimum level of replacement for cured specimens in water is 1.0 wt%. Although the limewater reduces the strength of concrete without nanoparticles when it is compared with the specimens cured in water, curing the specimens bearing nanoparticles in saturated limewater results in more strengthening gel formation around Al2O3 nanoparticles causes more rapid setting time together with high strength. Accelerated peak appearance in conduction calorimetry tests, more weight loss in thermogravimetric analysis and more rapid appearance of peaks related to hydrated products in X-ray diffraction results, all indicate that Al2O3 nanoparticles could improve mechanical and physical properties of the specimens. (C) 2010 Elsevier B.V. All rights reserved.
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页码:1183 / 1191
页数:9
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