Journal of Northeastern University Natural Science ›› 2017, Vol. 38 ›› Issue (8): 1173-1177.DOI: 10.12068/j.issn.1005-3026.2017.08.023

• Resources & Civil Engineering • Previous Articles     Next Articles

Preparation and Dry-Shrinkage Performance of Nano-Concrete

LI Wei1,2, ZHU Fu-sheng1, WANG Xiao-chu2, ZHAO Yan-ming2   

  1. 1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China; 2. School of Architectural and Civil Engineering, Shenyang University, Shenyang 110044, China.
  • Received:2016-05-12 Revised:2016-05-12 Online:2017-08-15 Published:2017-08-12
  • Contact: ZHAO Yan-ming
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Abstract: Based on experimental and theoretical analysis, new nano-concrete was made by adding different dosage of nano-SiO2 and nano-CaCO3 into ordinary concrete. The influence of nano-materials on the internal structure of concrete was analyzed by electron microscope observation. The impact of different nano-materials on the dry-shrinkage rate of concrete was compared through the dry-shrinkage tests, and the optimal dosage of nano-material was found. Results show that both nano-SiO2 and nano-CaCO3 can change the dry-shrinkage rate of the concrete, however, the changing rate of dry-shrinkage for concrete with nano-SiO2 is more obvious than that with nano-CaCO3. When the nano-SiO2 content is 0.5% or when the nano-CaCO3 content is 2.0%, the dry-shrinkage rate is the minimum. It is also found that there exists dynamic equilibrium relationship between the concrete shrinkage, the dense degree of concrete and the number of meniscus and internal humidity.

Key words: nano-concrete, internal structure, dry-shrinkage rate, dry-shrinkage mechanism, pore pressure

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