Workability Loss and Compressive Strength Development of Cementless Mortars Activated by Combination of Sodium Silicate and Sodium Hydroxide
Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 3
Abstract
To explore the significance and shortcomings of an environment-friendly binder using powder typed activators, 16 alkali-activated (AA) cementless mortars and a control ordinary Portland cement (OPC) mortar were mixed, cured under room temperature, and tested. Both fly ash (FA) and ground granulated blast-furnace slag (GGBS) as the source material were activated by a combination of sodium silicate and sodium hydroxide powders. The main variables examined were the mixing ratio of sodium oxide of the activators to source material by weight, and the Blain fineness of the GGBS. The flow loss and compressive strength development of the mortars tested were examined according to the alkali quality coefficient explaining the silicon oxide-to-sodium oxide ratio in an alkaline activator, and the silicon oxide-to-aluminum oxide ratio and calcium content in the source material. The hydration products and microstructural characteristics of the AA pastes sampled from AA mortars were also investigated to evaluate the effect of the type and fineness of source material on the compressive strength of the AA mortar. The measured compressive strength development of the AA mortars was compared with an empirical equation for OPC concrete specified in ACI 209. The test results show that the flow loss and compressive strength development of the AA mortars are significantly dependent on the alkali quality coefficient and the fineness of the source material. Although no meaningful compressive strength develops in the FA-based AA mortars, the compressive strength of the GGBS-based AA mortars having an alkali quality coefficient of 0.023 is comparable to that of the control OPC mortar, showing that the higher the fineness of GGBS, the higher the compressive strength of AA mortars. Scanning electron microscope image and x-ray diffraction clearly shows that the surface density of the calcium silicate hydrates gel in the GGBS-based AA pastes increased with the increase of fineness of the GGBS.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work was supported by the Regional Research Center Program (Bio-housing Research Institute), granted by the Korean Ministry of Education & Human Resources Development.
References
American Concrete Institute (ACI). (1994a). “Prediction of creep, shrinkage, and temperature effects in concrete structures.” ACI manual of concrete practice. Part 1, ACI 209R-92, Detroit.
American Concrete Institute (ACI). (1994b). “Use of fly ash in concrete.” ACI manual. Part 1, Committee 226.3R-87, Detroit.
ASTM. (2003). Annual book ASTM standards, Philadelphia.
Brough, A. R., and Atkinson, A. (2002). “Sodium silicate-based, alkali-activated slag mortars. Part I: Strength, hydration and microstructure.” Cem. Concr. Res., 32(6), 865–879.
Gartner, E. (2004). “Industrially interesting approaches to ‘Low-CO2’ cements.” Cem. Concr. Res., 34(9), 1489–1498.
Hardjito, D., Wallah, S. E., Sumajouw, D. M. J., and Rangan, B. V. (2004). “On the development of fly ash-based geopolymer concrete.” ACI Mater. J., 101(6), 467–472.
Hemmings, R. T., and Berry, E. E. (1988). “On the glass in coal fly ashes: Recent advances.” Mater. Res. Soc. Symp. Proc., 113, 3–38.
Korean Standards Information Center. (2006). Korean industrial standard (KS), Seoul, South Korea.
Kovalchuk, G., Fernández-Jiménez, A., and Palomo, A. (2007). “Alkali-activated fly ash: Effect of thermal curing conditions on mechanical and microstructural development—Part II.” Fuel, 86(3), 315–322.
Malhotra, V. M. (2002). “Introduction: Sustainable development and concrete technology.” Concr. Int., 24(7), 22.
Malhotra, V. M., and Mehta, P. K. (1996). Pozzolanic and cementitious materials, Gordon and Breach Publishers, USA.
Pacheco-Torgal, F., Castro-Gomes, J., and Jalali, S. (2008). “Alkali-activated binders: A review. Part 2. About materials and binder manufacture.” Constr. Build. Mater., 22(7), 1305–1314.
Palomo, A., Grutzeck, M. W., and Blanco, M. T. (1999). “Alkali-activated fly ashes: A cement for the future.” Cem. Concr. Res., 29(8), 1323–1329.
Roy, D. M. (1999). “Alkali-activated cements: Opportunities and challenges.” Cem. Concr. Res., 29(2), 249–254.
Wang, S. D., Pu, X. C., Scrivener, K. L., and Pratt, P. L. (1995). “Alkali-activated slag cement and concrete: A review of properties and problems.” Adv. Cem. Res., 27, 93–102.
Wang, S. D., Scrivener, K. L., and Pratt, P. L. (1994). “Factors affecting the strength of alkali-activated slag.” Cem. Concr. Res., 24(6), 1033–1043.
Xu, H., and van Deventer, S. J. V. (2002). “Geopolymerisation of multiple minerals.” Minerals Eng., 15(12), 1131–1139.
Yang, K. H., Hwang, H. Z., Kim, S. Y., and Song, J. K. (2007). “Development of a cementless mortar using hwangtoh binder.” Build. Environ., 42(10), 3717–3725.
Yang, K. H., Song, J. K., Ashour, A. F., and Lee, E. T. (2008). “Properties of cementless mortar activated by sodium silicate.” Constr. Build. Mater., 22(8), 1981–1989.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: Aug 7, 2007
Accepted: Nov 5, 2008
Published online: Mar 1, 2009
Published in print: Mar 2009
Notes
Note. Associate Editor: Hilary I. Inyang
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.