A Review on the Effects of Various Supplementary Cementitious Materials on Physical Properties of Hardened Concrete

Article Preview

Abstract:

The global development and current trends in social attitude are resulting in an increase in the amount of waste generated by society, the treatment and disposal of which are becoming a serious problem. Therefore, waste management is one of the most important aspects in ensuring sustainable development in todays world. Some of the industrial by-products, such as pulverised-fuel ash (PFA), ground granulated blast-furnace slag (GGBS) and microsilica (MS) can be used in concrete to improve its properties. In this paper the influence of various by-products on the physical properties of concrete is reviewed.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

287-291

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] Bamforth, P.B., Heat of hydration of pfa concrete and its effect on strength development, Conference Proceedings, Ashtech 84, Second International Conference on Ash Technology, London, 1984, pp.287-94.

Google Scholar

[2] Wild, S., Sabir, B.B. and Khatib, J.M., Factors influencing strength development of concrete containing silica fume, Cement and Concrete Research, Vol. 25(7), 1995, pp.1567-1580.

DOI: 10.1016/0008-8846(95)00150-b

Google Scholar

[3] Escalante-Garcia, J.I. and Sharp, J.H., The microstructure and mechanical properties of blended cements hydrated at various temperatures, Cement and Concrete Research, Vol. 31, 2001, pp.695-702.

DOI: 10.1016/s0008-8846(01)00471-9

Google Scholar

[4] Escalante, J.I., Gomez, L.Y., Johal, K.K., Mendoza, G., Mancha, H. and Mendez, J., Reactivity of blast-furnace slag in Portland cement blends hydrated under different conditions, Cement and Concrete Research, Vol. 31, 2001, pp.1403-1409.

DOI: 10.1016/s0008-8846(01)00587-7

Google Scholar

[5] Bamforth, P.B., Insitu measurement of the effect of partial Portland cement replacement using either fly ash or ground granulated blast-furnace slag on the performance of mass concrete, Proceedings of the ICE Part 2, Vol. 69, 1980, pp.777-800.

DOI: 10.1680/iicep.1980.2377

Google Scholar

[6] Sellevold, E.J. and Radjy, F.F., Condensed silica fume (microsilica) in concrete: water demand and strength development, ACI Special publication, Vol. 11, 1983, pp.677-694.

Google Scholar

[7] Saad, M.N.A., De-Andrade, W.P. and Paulon, V.A., Properties of mass concrete containing an active pozzolan made from clay, Concrete International, 1982, pp.59-65.

Google Scholar

[8] Andriolo, F.R. and Sgaraboza, B.C., The use of pozzolan from calcined clays in preventing excessive expansion due to alkali-silica reaction in some Brazilian dams, Proceedings of the Seventh International Conference on AAR, Ottawa, 1986, pp.253-257.

Google Scholar

[9] Dhir, R.K., Munday, J.G.L., Ho, N.Y. and Tham, W.K., Pfa in structural precast concrete: measurement of permeability, Concrete, 1986, pp.4-8.

Google Scholar

[10] Al-Khaja, W.A., Strength and time-dependent deformations of silica fume concrete for use in Bahrain, Construction and Building Materials, Vol. 8(3), 1994, pp.169-172.

DOI: 10.1016/s0950-0618(09)90030-7

Google Scholar

[11] Haque, M.N., Strength development and drying shrinkage of high-strength concretes. Cement and Concrete Composites, Vol. 18(5), 1996, pp.333-342.

DOI: 10.1016/0958-9465(96)00024-8

Google Scholar

[12] Hooton, R.D., Influence of silica fume replacement of cement on physical properties and resistance to sulphate attack, freezing and thawing, and alkali silica reactivity, ACI Materials Journal, Vol. 90(2), 1993, pp.143-161.

DOI: 10.14359/4009

Google Scholar

[13] Zhang, M.H. and Malhotra, V.M., Characteristics of a thermally activated alumino-silicate pozzolanic material and its use in concrete, Cement and Concrete Research, Vol. 25(8), 1995, pp.1713-1725.

DOI: 10.1016/0008-8846(95)00167-0

Google Scholar

[14] Khatib, J.M., Metakaolin concrete at low water to bonder ratio, Construction and Building Materials, Vol. 22, 2008, pp.1691-1700.

DOI: 10.1016/j.conbuildmat.2007.06.003

Google Scholar

[15] Nassif, H.H., Najim, H. and Suksawang, N., Effect of pozzolanic material and curing methods on the elastic modulus of HPC, Cement and Concrete Composites, Vol. 27, 2005, pp.661-670.

DOI: 10.1016/j.cemconcomp.2004.12.005

Google Scholar

[16] Zhang, M.H. and Malhotra, V.M., Characteristics of a thermally activated alumino-silicate pozzolanic material and its use in concrete, Cement and Concrete Research, Vol. 25(8), 1995, pp.1713-1725.

DOI: 10.1016/0008-8846(95)00167-0

Google Scholar

[17] Aldea, M., Young, F., Wang, K. and Shah, S.P., Effects of curing conditions on properties of concrete using slag replacement, Cement and Concrete Research, Vol. 30(3), 2000, pp.465-472.

DOI: 10.1016/s0008-8846(00)00200-3

Google Scholar

[18] Cheng, R. H. and Wu, J.K., Influence of GGBS on durability and corrosion behaviour of reinforced concrete, Materials Chemistry and Physics, Vol. 93(2-3), 2005, pp.404-411.

DOI: 10.1016/j.matchemphys.2005.03.043

Google Scholar

[19] Balaguru, P., Properties of normal and high strength concrete containing metakaolin, ACI Journal of Materials, Vol. 199, 2001, pp.737-756.

Google Scholar

[20] Bonakdar, A. Bakhshi, M. and Ghalibafian, M., Properties of high-performance concrete containing high reactivity metakaolin, ACI Journal of Materials, Vol. 228, 2001, pp.287-296.

Google Scholar