Fresh State Behaviour of Cement Paste Containing Nano Kaolin

Article Preview

Abstract:

The application of nanomaterials in cement by replacement method in concrete is becoming a trend in cement research. The utilisation of nanosilica, nanoalumina, titanium oxide and others are proven to enhance properties of concrete. The major effect of nanomaterials is its size in which it contributes to the packing theory due to increase in the surface area. nanokaolin which comes from kaolin, was tansformed to the nanoform by using high energy milling. The process of developing nanokaolin by using high energy milling is referred to process top to bottom approach in nanoprocessing technique. In this research, the nanokaolin will be used as an additive in cement by 7% weight of cement. Four (4) cement replacement materials catered by using metakaolin on weight basis from 0, 10%, 20% and 30% will also be adopted. To determine the fresh state, cement paste contains nanokaolin and metakaolin are tested its standard consistency and setting time. The effect of the inclusion of the nanokaolin as additive in cement paste that also contains metakaolin as cement replacement material will be investigated. It was found the inclusion of 7% nanokaolin increases the water demand of the cement paste level of metakaolin replacement. In addition to that, the setting time namely initial and final set was been delayed as compared to that of plain OPC. The nanoparticles of nanokaolin and also finer particles of metakaolin increase the surface area and refining the internal structure of cement paste which reduce the flow capabilities of cement paste containing nanokaolin and metakaolin.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

28-32

Citation:

Online since:

April 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Hamed Nabizadeh Rafsanjani, M.K., Application of Nanotechnology in Civil Engineering. Advanced Materials Research, Vols. 261 – 263, p.520 – 523, (2011).

DOI: 10.4028/www.scientific.net/amr.261-263.520

Google Scholar

[2] Sanchez, F. and K. Sobolev, Nanotechnology in concrete – A review. Construction and Building Materials, 2010. 24(11): p.2060-(2071).

DOI: 10.1016/j.conbuildmat.2010.03.014

Google Scholar

[3] Sobolev K., F.I., Hermosillo R., Torres-Martinez L.M. , Nanomaterials and Nanotechnology for High-Composites. SP-254—8. Nanotechnology of Concrete: Recent Developments and Future Perspectives. ACI. K. Sobolev and S.P. Shah p.93 – 120, (2008).

DOI: 10.14359/20213

Google Scholar

[4] Morsy M. S., A.S.H., M. Aqel Effect of Nano-clay on Mechanical Properties and Microstructures of Ordinary Portland Cement Mortar. International Journal of Civil & Environmental Engineering IJCEE-IJENS Vol: 10 No: 01, (2010).

Google Scholar

[5] Ko, C.W. a.F.K., Effect of Nanoclays on the Biodegradable Nanocomposite. Advanced Materials Research, Vols. 148 – 149, p.1722 – 1725, (2011).

DOI: 10.4028/www.scientific.net/amr.148-149.1722

Google Scholar

[6] Arikan, M., et al., Properties of blended cements with thermally activated kaolin. Construction and Building Materials, 2009. 23(1): pp.62-70.

DOI: 10.1016/j.conbuildmat.2008.02.008

Google Scholar

[7] Sabir, B.B., S. Wild, and J. Bai, Metakaolin and calcined clays as pozzolans for concrete: a review. Cement and Concrete Composites, 2001. 23(6): pp.441-454.

DOI: 10.1016/s0958-9465(00)00092-5

Google Scholar

[8] Fernandez, R., F. Martirena, and K.L. Scrivener, The origin of the pozzolanic activity of calcined clay minerals: A comparison between kaolinite, illite and montmorillonite. Cement and Concrete Research, 2011. 41(1): pp.113-122.

DOI: 10.1016/j.cemconres.2010.09.013

Google Scholar

[9] Kostuch J.A., W.G.V., Jones T. R, High Performance Concrete incorporating metakaolin – a review. Concrete 2000, University of Dundee, p.1799 – 1811, (1993).

Google Scholar

[10] Rafat Siddique, J.K., Influence of metakaolin on the properties of mortar and concrete: A review. Applied Clay Science, 2009. 43: pp.392-400.

DOI: 10.1016/j.clay.2008.11.007

Google Scholar

[11] Elzbieta Jankowska, W.Z., Emmision of nanosize particles in the process of nanoclay blending. Third International Conference on Quantum, Nano and Micro Technologies, IEEE DOI 10. 1109/ICQNM. 2009. 33, (2009).

DOI: 10.1109/icqnm.2009.33

Google Scholar

[12] Felix, N.L.L., Prof. Dr. Khairul Anuar Kassim, Assoc. Prof. Dr. Ahmad Tarmizi Abdul Karim, Size Distribution Analysis of Kaolin using Laser Diffraction Technique. Advanced Materials Research Vols. 341-342 (2012) pp.108-112 (2012).

DOI: 10.4028/www.scientific.net/amr.341-342.108

Google Scholar

[13] Liew, Y.M., et al., Processing and characterization of calcined kaolin cement powder. Construction and Building Materials, 2012. 30(0): pp.794-802.

DOI: 10.1016/j.conbuildmat.2011.12.079

Google Scholar