Effects of Mixing Variables on Early-Age Characteristics of Portland Cement Systems
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 10
Abstract
The performance and economy of infrastructure system is dependent on the specifications used to construct it. Good specifications contain requirements that correlate with improved performance and/or economy. There are several standards and specifications for mixing field concrete. These documents provide requirements for the mixing process. However, limited research has been performed on how mixing time and number of drum revolutions affect concrete characteristics. With advanced technologies that can delay the set and improve the workability, the current documents may not be applicable. This paper presents an assessment of pastes and mortars mixed for different times and varying number of mixer revolutions. Early-age characteristics include the assessment of time-variant ion concentration in solution, flowability, setting time, and chemical shrinkage. Results indicate that these early-age characteristics of pastes and mortars mixed in the laboratory are influenced by the mixing time and number of mixer revolutions. The rate of dissolution () of ions in solution and temperature are the material parameters directly affected by the mixing processes and these parameters can alter the rates of hydration reactions, resulting in changes of the early-age characteristics of cement systems.
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Acknowledgments
This study was supported by the Washington Department of Transportation (WSDOT) as part of the project, Extended Discharge Time and Revolution Count for Cast-In-Place Concrete.
References
AASHTO. (2006). “Standard specification for ready-mixed concrete.” AASHTO M157-06, Washington, DC.
ACI (American Concrete Institute). (2000). “Measuring, mixing, transporting, and placing concrete.” ACI 304R-00, Farmington Hills, MI.
ASTM. (2004). “Standard test method for time of setting of hydraulic cement by Vicat needle.” ASTM C191-04, West Conshohocken, PA.
ASTM. (2007). “Standard test method for flow of hydraulic cement mortar.” ASTM C1437-07, West Conshohocken, PA.
ASTM. (2011). “Standard specification for reagent water.” ASTM D1193-11, West Conshohocken, PA.
ASTM. (2012a). “Standard specification for portland cement.” ASTM C150-12, West Conshohocken, PA.
ASTM. (2012b). “Standard specification for ready-mixed concrete.” ASTM C94-12, West Conshohocken, PA.
ASTM. (2012c). “Standard test method for chemical shrinkage of hydraulic cement paste.” ASTM C1608-12, West Conshohocken, PA.
ASTM. (2013). “Standard specification for standard sand.” ASTM C778-13, West Conshohocken, PA.
ASTM. (2014). “Standard practice for mechanical mixing of hydraulic cement pastes and mortars of plastic consistency.” ASTM C305-14, West Conshohocken, PA.
Baskoca, A., Ozkul, M. H., and Artirma, S. (1998). “Effect of chemical admixtures on workability and strength properties of prolonged agitated concrete.” Cem. Concr. Res., 28(5), 737–747.
Bullard, J. W., et al. (2011). “Mechanisms of cement hydration.” Cem. Concr. Res., 41(12), 1208–1223.
Charonnat, Y., and Beitzel, H. (1997). “Report: Efficiency of concrete mixers towards qualification of mixers.” Mater. Struct., 30(S1), 28–32.
Dewar, J. D., and Anderson, R. (1992). Manual of ready mixed concrete, 2nd Ed., Blackie Academic and Professional, Glasgow, U.K.
Diamond, S. (2005). “The patch microstructure in concrete: Effect of mixing time.” Cem. Concr. Res., 35(5), 1014–1016.
Ferraris, C. F. (2001). “Concrete mixing methods and concrete mixers: State of the art.” J. Res. Natl. Stand. Technol., 106(2), 391–399.
Frigione, G., and Marra, S. (1976). “Relationship between particle size distribution and compressive strength in portland cement.” Cem. Concr. Res., 6(1), 113–127.
Hooton, R. D. (2008). “Bridging the gap between research and standards.” Cem. Concr. Res., 38(2), 247–258.
Kirca, O., Turanli, L., and Erdogan, T. Y. (2002). “Effect of retempering on consistency and compressive strength of concrete subjected to prolonged mixing.” Cem. Concr. Res., 32(3), 441–445.
Lowke, D., and Schiessl, P. (2007). “Effect of mixing energy on fresh properties of SCC.” Technical Univ. of Munich, Centre of Building Materials, Munich, Germany.
Mindess, S., Young, J. F., and Darwin, D. (2002). Concrete, 2nd Ed., Prentice Hall, NJ.
Nehdi, M., and Al-Martini, S. (2009). “Coupled effects of high temperature, prolonged mixing time, and chemical admixtures on rheology of fresh concrete.” ACI Mater. J., 106(3), 231–240.
Nordstrom, D. K., and Munoz, J. L. (2006). Geochemical thermodynamics, 2nd Ed., Blackburn Press, Palo Alto, CA.
Odler, I. (2008). Hydration, setting and hardening of portland cement, in Lea’s chemistry of cement and concrete, P. C. Hewlett, ed., Butterworth-Heinemann, Burlinton, MA.
Prasittisopin, L., and Trejo, D. (2013). “Effects of mixing and transportation on characteristics of cementitious systems containing fly ash.” World of Coal Ash Conf., Univ. of Kentucky Center for Applied Energy Research, Lexington, KY, 1–17.
Prasittisopin, L., and Trejo, D. (2014). “Effects of mixing variables on hardened characteristics of portland cement mortars.” ACI Mater. J., 111(1–6), 1–11.
Rothstein, D., Thomas, J. J., Christensen, B. J., and Jennings, H. M. (2002). “Solubility behavior of Ca-, S-, Al-, and Si-bearing solid phases in portland cement pore solutions as a function of hydration time.” Cem. Concr. Res., 32(10), 1663–1671.
Roy, D. M., and Idorn, G. M. (1993). Concrete microstructure, Strategic Highway Research Program, Washington, DC.
Rupnow, T. D., Schaefer, V. R., Wang, K., and Hermanson, B. L. (2007). “Improving portland cement concrete mix consistency and production rate through two-stage mixing.” Iowa State Univ., Ames, IA.
Saucier, F., Pigeon, M., and Plante, P. (1990). “Air-void stability, part III: Field tests of superplasticized concretes.” ACI Mater. J., 87(1), 3–11.
Takada, K. (2004). “Influence of admixtures and mixing efficiency on the properties of self compacting concrete: The birth of self compacting concrete in the Netherlands.” Delft Univ. of Technology, Delfts, Netherlands.
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© 2016 American Society of Civil Engineers.
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Received: Mar 3, 2015
Accepted: Feb 4, 2016
Published online: Apr 22, 2016
Discussion open until: Sep 22, 2016
Published in print: Oct 1, 2016
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