Technical Papers
Nov 25, 2023

Increase in Concrete Air Content due to Excessive Internal Vibration

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 2

Abstract

Internal vibration is a commonly used method for consolidating fresh concrete. Proper vibration causes entrapped air voids to float to the surface of the concrete or collapse at the water–air interface. However, if vibration is excessive, it may introduce air into the concrete under certain circumstances. The consequence of this is an uneven distribution of air voids, resulting in heterogeneous concrete and subsequently undesirable strength and freeze–thaw durability. This study investigated the mechanism by which air voids are induced in concrete due to vibration. Concrete mixtures were prepared and vibrated at several frequencies for a range of durations. Air-void distribution within different zones from each sample was obtained using the linear traverse method. It was found that rotary movement of a high-frequency, vertical vibrator created a vortex inside the liquefied fresh concrete that sucked air into the concrete from the surface. In general, increasing the frequency of vibration will cause more air addition, and the amount of air added with increasing duration of vibration is dependent on the amount of unreacted air-entraining agent (AEA) remaining in the system.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was part of a work program sponsored by the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of America’s National Academies of Sciences, Engineering, and Medicine (NCHRP Project 18-17).

References

ACI (American Concrete Institute). 2008. Report on behavior of fresh concrete during vibration. ACI PRC-309.1R. Farmington Hills, MI: ACI.
American Concrete Pavement Association. 1996. Construction of Portland cement concrete pavement. HI-96-027. Washington, DC: USDOT.
Anderson, R. A. 1967. Fundamentals of vibrations. New York: The Macmillan Company.
ASTM. 2008. Standard terminology relating to concrete and concrete aggregates. ASTM C125. West Conshohocken, PA: ASTM.
ASTM. 2010. Standard test method for microscopical determination of parameters of the air-void system in hardened concrete. ASTM C457-09. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for slump of hydraulic-cement concrete. ASTM C143/C143M-12. West Conshohocken, PA: ASTM.
ASTM. 2022. Standard test method for air content of freshly mixed concrete by the pressure method. ASTM C231/C231M-22. West Conshohocken, PA: ASTM.
Backstrom, J. E., R. W. Burrows, R. C. Mielinz, and V. E. Wolkodoff. 1958. “Origin, evolution and effects of air void system in concrete. Part 3—Influence of water-cement ratio and compaction.” Am. Concr. J. 55 (8): 359–375. https://doi.org/10.14359/11360.
Banfill, P. F. G., M. A. O. M. Teixeira, and R. J. M. Craik. 2011. “Rheology and vibration of fresh concrete—Predicting the radius of action of poker vibrators from wave propagation.” Cem. Concr. Res. 41 (9): 932–941. https://doi.org/10.1016/j.cemconres.2011.04.011.
Blandin, F. H., and O. Larsen. 1959. “Effect of internal vibration of concrete mixtures upon the entrained air.” Ill. Highway Eng. 11 (2): 2–4.
Cross, W., E. Duke, J. Kellar, and D. Johnston. 2000. Investigation of low compressive strengths of concrete paving. Pierre, SD: South Dakota Department of Transportation.
Fu, B., and X. Wei. 2020. “An intelligent analysis method for human-induced vibration of concrete footbridges.” Int. J. Struct. Stab. Dyn. 21 (1): 2150013. https://doi.org/10.1142/S0219455421500139.
Ghadban, A., M. Albahttiti, K. Riding, and D. Lange. 2014. “Attenuation of vibrations in fresh concrete.” In Proc., 23rd Nordic Rheology Conf., 197–200. Gainesville, FL: Univ. of Florida.
Gutmann, P. F. 1988. “Bubble characteristics as they pertain to compressive strength and freeze–thaw durability.” ACI Mater. J. 85 (5): 361–366. https://doi.org/10.1557/PROC-114-271.
Hayduk, W., and G. Neale. 1978. “Vortex formation in stirred draining vessels.” Can. J. Chem. Eng. 56 (5): 544–549. https://doi.org/10.1002/cjce.5450560503.
Mailyan, L. R., S. Stel’makh, E. Shcherban, and A. K Sysoev. 2021. “Impact of technological parameters of vibration on the integral characteristics of vibrocentrifugal concrete.” In Proc., Int. Conf. Industrial and Civil Construction. Berlin: Springer.
Maslov, A., J. Batsaikhan, R. Puzyr, and Y. Salenko. 2018a. “The determination of the parameters of a vibration machinef the internal compaction of concrete mixtures.” Int. J. Eng. Technol. 7 (4.3): 12–19. https://doi.org/10.14419/ijet.v7i4.3.19545.
Maslov, O., J. Batsaikhan, and Y. Salenko. 2018b. “The theory of concrete mixture vibratory compacting.” Int. J. Eng. Technol. 7 (3.2): 239–244. https://doi.org/10.14419/ijet.v7i3.2.14411.
Mitte, M. S., and T. Rao. 2017. “Vibration impact on fresh concrete of conventional and UHPFRC.” Int. J. Appl. Eng. 12 (8): 1683–1690.
Plowman, J. M. 1953. “The influence of variables in the vibration of concrete.” Concr. Build. Constr. Prod. 28 (Sep): 10–11.
Powers, T. C. 1954. “Void spacing as a basis for producing air-entrained concrete.” J. Proc. 50 (5): 741–760. https://doi.org/10.14359/11792.
Simon, M. J., R. B. Jenkins, and K. C. Hover. 1992. “The influence of immersion vibration on the void system of air entrained concrete, durability of concrete.” In Proc., G.M. Idorn International Symposium, ACI Special Publication, SP-131. Toronto, ON: American Concrete Institute.
Taylor, P., X. Wang, and X. Wang. 2016. “Concrete pavement mixture design and analysis (MDA): Evaluation of foam drainage test to measure air void stability in concrete.” In Trans Project Reports. Ames, IA: Iowa State Univ.
Torre, J.-P., D. F. Fletcher, T. Lasuye, and C. Xuereb. 2007. “An experimental and computational study of the vortex shape in a partially baffled agitated vessel.” Chem. Eng. Sci. 62 (7): 1919–1926. https://doi.org/10.1016/j.ces.2006.12.020.
Wang, X., X. Wang, S. Sadati, P. Taylor, and K. Wang. 2019. “A modified foam drainage test protocol for assessing incompatibility of admixture combinations and stability of air structure in cementitious systems.” Constr. Build. Mater. 211 (Jan): 174–184. https://doi.org/10.1016/j.conbuildmat.2019.03.142.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 2February 2024

History

Received: Mar 9, 2023
Accepted: Jul 20, 2023
Published online: Nov 25, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 25, 2024

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Authors

Affiliations

Service Manager, Engineering Technology Research Institute, China Construction Third Engineering Bureau Co., Ltd., Wuhan 430000, China. ORCID: https://orcid.org/0000-0002-9389-8678
Associate Professor, School of Highway, Chang’an Univ., Xi’an 710000, China (corresponding author). Email: [email protected]
Seyehamed Sadati
Engineer, Concrete Materials Testing Branch, California Department of Transportation, Sacramento, CA 95814.
Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA 50010. ORCID: https://orcid.org/0000-0002-7466-3451
Peter Taylor
Director, National Concrete Pavement Technology Center, Iowa State Univ., Ames, IA 50010.
Todd Sirotiak
Associate Professor, Dept. of Construction Management and Engineering, North Dakota State Univ., Fargo, ND 58108.

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