Modified Time of Setting Test for Fly Ash Paste and Fly Ash–Soil Mixtures
Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 2
Abstract
A survey of current literature has revealed that the testing protocol for determining the time of setting of fly ash–soil mixtures is not available. Although the current ASTM standard recommends using the Vicat needle method with a water-to-fly ash weight ratio of 0.35, it was originally proposed for testing the time of setting of cement. The current study showed that the Vicat needle method yielded poor test results for some common fly ashes. Moreover, the water-to-fly ash weight ratio of 0.35 may not be appropriate for some fly ashes because the chemical components are varied in different fly ashes. Therefore, a British fall cone was adopted to determine the time of setting of fly ash paste and fly ash–soil mixtures. It suggests that the best starting water-to-fly ash weight ratio should be at its liquid limit. As the water content increases, the initial and final times of setting of fly ash paste increase accordingly. For the fly ash–soil mixture, the initial and final times of setting decrease as the ash-to-soil weight ratio increases. Finally, a linear correlation was established based upon the water content, ash-to-soil weight ratio, and the ratio of calcium oxide to silicon dioxide present in the fly ash.
Get full access to this article
View all available purchase options and get full access to this article.
References
American Coal Ash Association (ACAA). (1999). Soil and pavement base stabilization with self-cementing coal fly ash, Alexandria, VA.
ASTM. (2004). “Standard test method for characterizing fly ash for use in the soil stabilization.” D 5239-04, West Conshohocken, PA.
ASTM. (2008). “Standard test method for time of setting of hydraulic cement by Vicat needle.” C191, West Conshohocken, PA.
Bergeson, K. L., and Lapke, R. (1993). “Use of fly ashes and afbc residues as synthetic aggregate material.” 13th Annual Power Affiliates Rep., Engineering Research Institute, Iowa State Univ., Ames, IA.
Edil, T., Tenson, C., Bin-Shafique, S., Tanyu, B., Kim, W., and Senol, A. (2002). “Field evaluation of construction alternatives for roadway over soft subgrade.” Transportation Research Record 1786, Transportation Research Board, Washington, DC, 36–48.
Edil, T. B., Acosta, H. A., and Benson, C. H. (2006). “Stabilizing soft fine-grained soils with fly ash.” J. Mater. Civ. Eng., 18(2), 283–294.
Janz, M., and Johansson, S. (2002). “The functions of different binding agents in deep stabilization.”, Swedish Geotechnical Institute, Linkoping, Sweden.
Mackiewicz, S. M., and Ferguson, E. G. (2005). “Stabilization of soil with self-cementing coal ashes.” World of Coal Ash (WOCA), American Coal Ash Association, Lexington, KY, 1–7.
Misra, A. (1998). “Stabilization characteristics of clays using class C fly ash.” Transportation Research Record 1161, Transportation Research Board, Washington, DC, 46–54.
Parsa, J., Munson-McGee, S. H., and Steiner, R. (1996). “Stabilization/solidification of hazardous wastes using fly ash.” J. Environ. Eng., 122(10), 935–940.
Senol, A., Edil, T. B., Bin-Shafique, Md. S., Acosta, H. A., and Benson, C. H. (2006). “Soft subgrade’s stabilization by using various fly ashes.” Resour. Conserv. Recycl., 46(4), 365–376.
White, D. J., Harrington, D. S., and Thomas, Z. (2005). “Fly ash soil stabilization for non uniform subgrade soils, Volume I.” Engineering properties and construction guidelines, Center for Transportation Research and Education, Iowa State Univ., Ames, IA.
Zia, N., and Fox, P. J. (2000). “Engineering properties of Loess-fly ash mixtures for road base construction.” Transportation Research Record 1714, Transportation Research Board, Washington, DC, 49–56.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Dec 1, 2011
Accepted: Jun 5, 2012
Published online: Aug 27, 2012
Published in print: Feb 1, 2013
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.