Properties of Self-Consolidating Concrete Made with High Volumes of Supplementary Cementitious Materials
Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 11
Abstract
This paper presents an extensive experimental study to develop a high-performance self-consolidating concrete containing high volumes of supplementary cementitious materials. A total of 20 concrete mixtures were developed and tested. Mixtures were designed to have up to 70% of portland cement replaced by cementitious materials such as class C and class F fly ash, slag, and silica fume. The properties of fresh concrete mixtures such as flowability, deformability, filling capacity, air content, and resistance to segregation were evaluated. Other properties such as permeability, unrestrained shrinkage, tensile strength, and compressive strength at various ages were also investigated. A critical analysis of the results obtained shows that a high-performance self-consolidating concrete can be developed using binary, ternary, or quaternary binders with up to 70% of cement replaced by fly ash, slag, and/or silica fume. Properties of such concrete mixtures are similar and sometimes superior to those of the control mixture made with 100% portland cement.
Get full access to this article
View all available purchase options and get full access to this article.
References
Altoubat, S. (2011). “Toward a sustainable SCC through the use of high volume fly ash and slag to reduce cement in SCC and the effect on its cracking potential.” Middle East Conf. on Sustainable Building Materials, Univ. of Sharjah, Sharjah, U.A.E.
ASTM. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496/C496M-04, West Conshohocken, PA.
ASTM. (2007). “Standard practice for making and curing concrete test specimens in the laboratory.” ASTM C192-07, West Conshohocken, PA.
ASTM. (2009a). “Standard practice for use of apparatus for the determination of length change of hardened cement paste, mortar, and concrete.” ASTM C490/C490M-09, West Conshohocken, PA.
ASTM. (2009b). “Standard test method for slump flow of self-consolidating concrete.” ASTM C1611/C1611M-09b, West Conshohocken, PA.
ASTM. (2009c). “Standard test method for passing ability of self-consolidating concrete by J-Ring.” ASTM C1621/C1621M-09b, West Conshohocken, PA.
ASTM. (2009d). “Standard test method for air content of the freshly mixed concrete by the pressure method.” ASTM C231-09b, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M-10, West Conshohocken, PA.
ASTM. (2010b). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” ASTM C1202-10, West Conshohocken, PA.
ASTM. (2011). “Standard specification for portland cement.” ASTM C150/C150M-11, West Conshohocken, PA.
Amrutha, N. G., Narasimhan, M. C., and Rajeeva, S. V. (2011). “Chloride-ion impermeability of self-compacting high volume of fly ash concrete mixes.” Int. J. of Civil Environ. Eng., 11(4), 29–35.
Bouzoubaa, N., and Lachemi, M. (2001). “Self-compacting concrete incorporating high-volume of class F fly ash.” Cement Concr. Res., 31(3), 413–420.
Chung, D. D. L. (2002). “Review: Improving cement-based materials by using silica fume.” J. Material Sci., 37(4), 673–682.
El-Chabib, H. (2006). “Modeling properties of special concrete using artificial intelligence.” Ph.D. thesis, Univ. of Western Ontario, London, ON, Canada, 284.
European Federation of National Trade Associations (EFNARC). (2005). Specification and guidelines for self-compacting concrete, Association House, Farnham, UK, 68.
Hannesson, G. M. (2011). “Mechanical properties of high-volume SCM concretes.” M.Sc. thesis, Univ. of Washington, Seattle, WA, 268.
Nayak, A. G., Narasimhan, M. C., and Rajeeva, S. V. (2011). “Chloride-ion impermeability of self-compacting high-volume fly ash concrete mixes.” Int. J. Civil Environ. Eng., 11(4), 29–35.
Panjehpour, M., Abdullah, A., Ali, A., and Demirboga, R. (2011). “A review for characterization of silica fume and its effects on concrete properties.” Int. J. Sustainable Construction Eng. Technol., 2(2), 1–7.
Papayianni, I., and Anastasiou, E. (2011). “Development of self-compacting concrete (SCC) by using high volume of calcareous fly ash.” 2011 World of Coal Ash Conf., American Coal Ash Association (ACAA), Center for Applied Energy Research (CAER), Univ. of Kentucky, Farmington Hills, MI, Lexington, KY.
Ramachandran, V. S. (1995). Concrete admixtures handbook, properties, science and technology, Noyes Publ., Park Ridge, NJ.
Sakai, E., Hoshimo, S., Ohba, Y., and Daimon, M. (1997). “The fluidity of cement paste with various types of inorganic powders.” Proc. of the 10th Int. Congress on the Chemistry of Cement, Amarkai AB, Sweden, 8.
Yazici, H. (2008). “The effect of silica fume and high-volume class C fly ash on the mechanical properties, chloride penetration and freeze-thaw resistance of self-consolidating concrete.” J. Construction Building Materials, 22(4), 456–462.
Zhu, W., Gibbs, J. C., and Bartos, P. J. M. (2001). “Uniformity of in situ properties of self-compacting concrete in full-scale structural elements.” Cement Concr. Compos., 23(1), 57–64.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Oct 6, 2011
Accepted: Nov 9, 2012
Published online: Nov 12, 2012
Discussion open until: Apr 12, 2013
Published in print: Nov 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.