Mechanical Properties and Microstructures of Cement Mortar Modified with Styrene-Butadiene Polymer Emulsion

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Abstract:

In this paper, styrene-butadiene polymer emulsion SD622S was adopted to modify cement mortar; mechanical properties of cement mortars were studied and microstructures was analyzed by means of Scanning Electron Microscope (SEM) and Specific Surface Area & Pore Distribution Analyzer. The results show that in contrast to ordinary cement mortar, if water to cement ratio (W/C) is constant, compressive strength of modified cement mortar can decrease, while flexural strength and toughness, ratio of compressive strength to flexural strength, increase with the increase of polymer to cement ratio in mass (P/C) at 7 and 28 curing days. With the increase of P/C, net structure made from polymer and cement hydration products is developed and pore whose size is smaller than 200Å begins to increase, which indicates pore diameters in modified cement mortar change to be finer. So microstructures of modified cement mortar become denser and display higher toughness.

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Periodical:

Advanced Materials Research (Volumes 168-170)

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190-194

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December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] T. Mahaboonpachai, Y. Kuromiya and T. Matsumoto: Construction and Building Materials Vol. 22 (2008), p.2001-(2006).

Google Scholar

[2] J. Colville, A. M. Amde and M. Miltenberger: Journal of Materials in Civil Engineering Vol. 11 (1999), pp.1-5.

Google Scholar

[3] G. Barluenga and F. Hernandez-Olivares: Cement and Concrete Research Vol. 34 (2004), pp.527-535.

Google Scholar

[4] L. P. Huan and L. Yuan: Journal of Wuhan University of Technology Vol. 29 (2007), pp.15-19. (In Chinese).

Google Scholar

[5] M. S. S. Ribeiro, A. F. Goncalves and F. A. B. Branco: Materials and Structures Vol. 41 (2008), pp.1263-1273.

Google Scholar

[6] L. Bureau, A. Alliche and P. Pilvin: Materials Science and Engineering A Vol. 308 (2001), pp.233-240.

Google Scholar

[7] G. Z. Li and S. A. Zhao. Journal of Materials in Civil Engineering Vol. 22 (2010), pp.223-226.

Google Scholar

[8] M.M. Al-Zahrani, M. Maslehuddin, S.U. Al-Dulaijan and M. Ibrahim: Cement and Concrete Composites Vol. 25 (2003), pp.527-537.

DOI: 10.1016/s0958-9465(02)00092-6

Google Scholar

[9] D. A. Silva, H. R. Roman and P. J. P. Gleize: Cement and Concrete Research Vol. 32 (2002), pp.1383-1390.

Google Scholar

[10] Y. J. Mei,P. M. Wang and N. X. Liang: Journal of Building Materials Vol. 10 (2007), pp.271-281. (In Chinese).

Google Scholar

[11] S. Y. ZHONG, P. M. Wang and Z. Y. Chen: Journal of Chinese Ceramic Society Vol. 10 (2004), pp.1235-1240. (In Chinese).

Google Scholar

[12] L.F. Luo, P. Y. Huang and B. G. Wang: Journal of Xi'an Highway University Vol. 22 (2002), p.25. (In Chinese).

Google Scholar

[13] S. G. Hu: Advanced cement-based composites materials (Science Press, Beijing 2009). (In Chinese).

Google Scholar

[14] Bhutta and A. R. Muhammad: Materials and Structures Vol. 43 (2010), pp.429-439.

Google Scholar

[15] D.A. Silva: Cement and Concrete Research Vol. 31 (2001), pp.1177-1184.

Google Scholar