Properties of Fresh and Hardened Glass Fiber Reinforced Fly Ash Based Geopolymer Concrete

Article Preview

Abstract:

This paper evaluates the effects of glass fiber addition on the properties of fresh and hardened fly ash based geopolymer concrete (GPC) activated by 8 M NaOH solution (28.6%) + Na2SiO3 (71.4%) with a SiO2/Na2O ratio of 2.0. Glass fibers at the dosages of 0.50%, 0.75%, 1.00% and 1.25% by volume of concrete were added to the GPC mix. The properties of fresh and hardened glass fiber reinforced fly ash based GPC in terms of workability, density, compressive and flexural strengths were compared with those of the fly ash based GPC without using glass fiber. The experimental results indicated that inclusion of the glass fibers resulted in decrease of the workability but increase of the density, compressive and flexural strengths of the fly ash based GPC with increased fiber content.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 594-595)

Pages:

629-633

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Aȉtcin, P. C. (2000). Cements of yesterday and today, Concrete of tomorrow. Cement and Concrete Research, 30(9), 1349-1359.

DOI: 10.1016/s0008-8846(00)00365-3

Google Scholar

[2] Huntzinger, D. N., and Eatmon, T. D. (2009). A life-cycle assessment of Portland cement manufacturing: comparing the traditional process with alternative technologies. Journal of Cleaner Production, 17(7), 668-675.

DOI: 10.1016/j.jclepro.2008.04.007

Google Scholar

[3] Davidovits, J. (1991). Geopolymers: inorganic polymeric new materials. Journal of thermal analysis, 37(8), 1633-1656.

DOI: 10.1007/bf01912193

Google Scholar

[4] Duxson, P., Fernández-Jiménez, A., Provis, J., Lukey, G., Palomo, A., and Van Deventer, J. (2007). Geopolymer technology: the current state of the art. Journal of Materials Science, 42(9), 2917-2933.

DOI: 10.1007/s10853-006-0637-z

Google Scholar

[5] Li, Z., Ding, Z., and Zhang, Y. (2004). Development of sustainable cementitious materials. Paper presented at the Proceedings of the international workshop on sustainable development and concrete technology.

Google Scholar

[6] Ghugal, Y. M., and Deshmukh, S. B. (2006). Performance of alkali-resistant glass fiber reinforced concrete. Journal of reinforced plastics and composites, 25(6), 617-630.

DOI: 10.1177/0731684405058273

Google Scholar

[7] Choi, Y., and Yuan, R. L. (2005). Experimental relationship between splitting tensile strength and compressive strength of GFRC and PFRC. Cement and Concrete Research, 35(8), 1587-1591.

DOI: 10.1016/j.cemconres.2004.09.010

Google Scholar

[8] Vijai, K., Kumuthaa, R., and Vishnuramb, B. G. (2012). Investigation on Properties of Glass Fiber Reinforced Geopolymer Concrete. International Journal of Earth Sciences and Engineering, 5(4), 817-824.

Google Scholar

[9] AS 1012. 9, Methods of testing concrete - Determination of the compressive strength of concrete specimens. (1999). Australian Standards.

Google Scholar

[10] Neville, A. M. (1995). Properties of concrete. 3rd edition. Longman scientific and technical, England.

Google Scholar

[11] Hardjito, D., Wallah, S. E., Sumajouw, D. M., and Rangan, B. V. (2004). On the development of fly ash-based geopolymer concrete. ACI Materials Journal-American Concrete Institute, 101(6), 467-472.

DOI: 10.1007/s10853-006-0523-8

Google Scholar

[12] ASTM C1018, Standard test method for flexural toughness and first crack strength of fiber reinforced concrete (using beam with third point loading). (1997). United States: ASTM Standards.

DOI: 10.1520/c1018

Google Scholar