Effect of Modified Metakaolin on Water Content of Hardened Cementitious Materials of Concrete

Article Preview

Abstract:

The effect of modified metakaolin (MMK) on the evaporable water and chemically bound water content of hardened cementitious materials have been investigated. Concrete specimens with 0%, 4%, 7% and 10% of MMK were included. Metakaolin was pre-modified in order to increase the dispersion and contact angle, which might further improve the workability of the concrete. The experimental results showed that both the evaporable water and bound water were increased with the increasing of the MMK content. MMK has a special layered structure. Water can get into the layers through this special layer during the mixing of concrete specimens. Part of MMK with water between the layers didn’t participate in the hydration reaction at the early stage of the hydration, which increased the evaporable water of the cementious materials. The water absorbed in MMK will be released to promote the formation of hydration products and thus the chemically bound water content will increase continuously at the later stages. It also reduced the autogenous shrinkage of the specimens which caused by the decrease of water in capillary pores at low water cement ratio (0.3).

You might also be interested in these eBooks

Info:

Periodical:

Pages:

29-33

Citation:

Online since:

February 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] M. Mouret, A. Bascoul, and G. Escadeillas. Study of the degree of hydration of concrete by means of image analysis and chemically bound water, J. Adv. Cem. Based Mater. 6 (1997) 109-115.

DOI: 10.1016/s1065-7355(97)90017-1

Google Scholar

[2] A.S. El-Dieb. Self-curing concrete: Water retention, hydration and moisture transport, J. Cem. Concr. Res. 42 (9) (2007) 1286-1297.

DOI: 10.1016/j.conbuildmat.2006.02.007

Google Scholar

[3] Chen Yilan, Zhao Yani , LI Jing and Cao Deguang. High Performance Concrete with Metakaolin Mixed Replacing of Silca Fume, J. J. Chin. Ceram. Soc. 32 (4) (2004) 524-529.

Google Scholar

[4] Badogiannis, E., Kakali, G., Dimopoulou, G., Chaniotakis, E., Tsivilis, S. Metakaolin as a main cement constituent: exploitation of poor Greek kaolins, J. Cem. Concr. Compos. 27 (2) (2005) 197-203.

DOI: 10.1016/j.cemconcomp.2004.02.007

Google Scholar

[5] A.S. El-Dieb. Self-curing concrete: Water retention, hydration and moisture transport Original Research Article, J. Constr. Build. Mater, 21 (6) (2007) 1282-1287.

DOI: 10.1016/j.conbuildmat.2006.02.007

Google Scholar

[6] Shui Zhong-he and Wang Kang. Effect of Modified Metakaolin and Fly Ash on Permeability of Concrete Resistance to Chloride Ion, J. Bull. Chin. Ceram. Soc. 31 (3) (2012) 658-663.

Google Scholar

[7] Wang P M, Feng S X, Liu X P. Research approaches of cement hydration degree and their development, J. J. Build. Mater. 8 (6) (2005) 646-652.

Google Scholar

[8] Dimas R. Vollet, José Carlos D. Macedo, Yvonne P. Mascarenhas. Pore structure characterization of kaolin, metakaolin, and their acid-treated products using small-angle X-ray scattering, J. Appl. Clay Sci. 8 (6) (1994) 397-404.

DOI: 10.1016/0169-1317(94)90035-3

Google Scholar