Effects of High Volumes of Fly Ash, Blast Furnace Slag, and Bottom Ash on Flow Characteristics, Density, and Compressive Strength of High-Strength Mortar
Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 5
Abstract
This paper presents results of an experimental work carried out to evaluate utilization of recycled materials, such as fly ash and bottom ash (by-products of thermoelectric power plants), and blast furnace slag (by-products of ironworks) as binders and aggregates with high volume in high-strength, lightweight mortar. The effects of high volumes of fly ash, blast furnace slag, and bottom ash on flow characteristics, density, and compressive strength of mortar were investigated. In addition, the water capillary absorption characteristics of mortar regarding moisture transport that may affect the durability of the mortar were studied. It was found that the flow characteristics of fresh mortar were neither changed nor decreased with the increase in the replacement ratio of bottom ash, while these were improved by the use of high volumes of fly ash and blast furnace slag as replacements of cement.
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Acknowledgments
This research was sponsored by a grant from System Integration for Hybrid Cable Stayed Bridge Program, Korea Institute of construction technology (KICT), and the National Research Foundation of Korea (NRF) grant funded by the Korean government (MEST 2012008855). The authors would like to thank to Mr. C.K. Lee, B.J. Yang, and Sam Na at KAIST for helping the experiment.
References
ASTM. (2007). “Standard test method for flow of hydraulic cement mortar.” C1437-07.
ASTM. (2012). “Standard test method for compressive strength of cylindrical concrete specimens.” C39.
ASTM. (2011). “Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes.” C1585.
de Larrard, F., and Sedran, T. (1994). “Optimization of ultra-high-performance concrete by the use of a packing model.” Cem. Concr. Res., 24(6), 997–1009.
Kim, H. K., Jeon, J. H., and Lee, H. K. (2012). “Flow, water absorption, and mechanical characteristics of normal- and high-strength mortar incorporating fine bottom ash aggregates.” Constr. Build. Mater., 26(1), 249–256.
Kim, H. K., and Lee, H. K. (2011). “Use of power plant bottom ash as fine and coarse aggregates in high-strength concrete.” Constr. Build. Mater., 25(2), 1115–1122.
Lee, M. S., and Lee, J. C. (2001). “Concrete’s water tightness evaluation based on water absorption coefficient theory.” J. Korea Inst. Build. Constr., 2(4), 75–82 (in Korean).
Meij, R., and Berg, J. V. D. (2001). “Coal fly ash management in Europe trends, regulations and health & safety aspects.” Int. Ash Utilization Symp., Center for Application Energy Research, Univ. of Kentucky, Lexington, Kentucky.
Poon, C. S., Lam, L., and Wong, Y. L. (2000). “A study on high strength concrete prepared with large volumes of low calcium fly ash.” Cem. Concr. Res., 30(3), 447–455.
Richard, P., and Cheyrezy, M. (1995). “Composition of reactive powder concretes.” Cem. Concr. Res., 25(7), 1501–1511.
Yaziciı, H. (2007). “The effect of curing conditions on compressive strength of ultra high strength concrete with high volume mineral admixtures.” Build. Environ., 42(5), 2083–2089.
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© 2013 American Society of Civil Engineers.
History
Received: Apr 26, 2011
Accepted: Jun 18, 2012
Published online: Aug 29, 2012
Published in print: May 1, 2013
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