High performance cement composites with colloidal nano-silica

被引:59
作者
Du, Hongjian [1 ]
Pang, Sze Dai [2 ]
机构
[1] Swinburne Univ Technol, Dept Civil & Construct Engn, Hawthorn, Vic 3122, Australia
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
关键词
Compressive strength; Nanotechnology; Durability; Microstructure; Pozzolanic reaction; MICROSTRUCTURAL PROPERTIES; TRANSPORT-PROPERTIES; NANO-SIO2; PARTICLES; CONCRETE COMPOSITES; AMORPHOUS SILICA; DRYING SHRINKAGE; GLASS POWDER; STRENGTH; MORTAR; PERMEABILITY;
D O I
10.1016/j.conbuildmat.2019.07.045
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Recent studies have demonstrated the advantages of using nano-silica in building materials such as concrete due to its nano-filler effect as well as the pozzolanic reaction. However, most of the previous findings are based on normal strength cement composites. In this study, a wide range of properties of high performance cement composites are investigated with addition of colloidal nano-silica (CNS) at dosage of 0.5%, 1.0%, 1.5% and 2.0%. Attributed to the pozzolanic reaction of CNS, the microstructures are denser and more homogenous. SEM observation, accelerated hydration rate and reduced Portlandite content verify this beneficial reaction. Hence, the CNS can help produce cement composites with higher mechanical strength and better durability regards to the impermeability to water and chloride ions. Also, it is found that the influence of CNS is more pronounced for composites with lower water-cement ratio at 0.30, in comparison with those at 0.50. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页码:317 / 325
页数:9
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