Influence of Surface Treatment on Pore Structures of Cement-Based Materials

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Abstract:

The objective of this investigation is to evaluate the effect of surface treatments on cement-based materials, which include mortar and concrete samples. Penetrated sealers and methyl methacrylate (MMA) were used as surface treatment materials. Two concrete mixes (w/c = 0.35, 0.55) were selected and cubic/cylindrical specimens were prepared according to ASTM specifications. The treated specimens have higher compressive strengths than the control specimens. Also, the absorptions and total charge passed of rapid chloride penetration test (RCPT) are lower in the treated specimens. Scanning electronic microscope (SEM) was utilized to estimate the microstructure of the specimens. Denser pore structures and narrower pore-size distribution were observed in SEM micrographs and mercury intrusion porosimetry (MIP) spectrum for the treated specimens, which are correspondent to the macro-observation. The positive effect is most prominent in polymer treated specimens. For higher w/c ratio mix, large capillary pores were filled by most of treatment materials and compressive strength significantly increased, while, for lower w/c ratio mix, polymer and silicate sealer filled in medium capillary pores as indicated by MIP and RCPT results.

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Key Engineering Materials (Volumes 302-303)

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347-355

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January 2006

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© 2006 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Mindness, J.F. Young, and D. Darwin: Concrete, 2003, pp.75-76, 589-592.

Google Scholar

[2] Y. Mitsuki, M. Fujimoto, and Y. Nakamura: An enhancement in the nature of concrete with a multiplicative cement crystal type concrete materials (48th Annual Meeting of the Civil Engineering Socirty, 1992).

Google Scholar

[3] Y. Ohama: Recent Progress in Concrete-Polymer Composites, Advanced Cement Based Material, Vol. 5 (1997), pp.31-40.

DOI: 10.1016/s1065-7355(96)00005-3

Google Scholar

[4] D.W. Fowler: Polymer in concrete: a vision for the 21st century, Cement and Concrete Composites, Vol. 21 (1999), pp.449-452.

DOI: 10.1016/s0958-9465(99)00032-3

Google Scholar

[5] The Cosmo of Acrylic, Kaohsiung Monomer CO., LTD, pp.3-15.

Google Scholar

[6] J.J. Chen, D. Zampini, and A. Walliser: High-pressure epoxy-impregnated cementitious materials for microstructure characterization, Cement and Concrete Research, Vol. 32 (2002), pp.1-7.

DOI: 10.1016/s0008-8846(01)00620-2

Google Scholar

[7] Adnan. Çolak: Characteristics of acrylic latex-modified and partially epoxy-impregnated gypsum, Cement and Concrete Research, Vol. 31 (2001), pp.1539-1547.

DOI: 10.1016/s0008-8846(01)00575-0

Google Scholar

[8] XYPEX Concrete Waterproofing by Crystallization: A Briefing Data from XYPEX Chemical Corporation, (2000), pp.1-75.

Google Scholar

[9] T.L. Weng, S.W. Chol, C.C. Yang, and R. Huang: Study of the effect of surface penetrating sealer on the properties of concrete, journal of chinese corrosion engineering , Vol. 16, No. 3 (2002), pp.181-190.

Google Scholar

[10] R.F. Feldman, and J.J. Beaudoin: Pretreatment of hardened hydrated cement paste for mercury intrusion measurement, Cement and Concrete Research, Vol. 21 (1991), pp.297-308.

DOI: 10.1016/0008-8846(91)90011-6

Google Scholar

[11] C. Galle: Effect of drying on cement-based materials pore structure as identified by mercury intrusion porosimetry, Cement and Concrete Research, Vol. 31 (2001), pp.1467-1477.

DOI: 10.1016/s0008-8846(01)00594-4

Google Scholar

[12] R. Kumar, and B. Bhattacharjee: Assessment of permeation quality of concrete through mercury intrusion porosimetry, Cement and Concrete Research, Vol. 34 (2004), pp.321-328.

DOI: 10.1016/j.cemconres.2003.08.013

Google Scholar