Technical Papers
Jan 28, 2019

Effects of Rheological Performance, Antifoaming Admixture, and Mixing Procedure on Air Bubbles and Strength of UHPC

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 4

Abstract

This paper investigates the effects of rheological performance, antifoaming admixtures (AFA 1 and AFA 2), and mixing procedure on air bubbles and the mechanical strength of ultra-high-performance concrete (UHPC). Thirty-eight mixtures were prepared by varying the water-to-binder ratio from 0.21 to 0.27, the dosage of superplasticizer (SP) from 2.5% to 4.0%, cationic polyacrylamide from 0‰ to 3.0‰, AFAs from 0.5‰ to 4.0‰, and mixing duration from 4 to 12 min at two mixing speeds. The air content in a fresh mixture and air bubble parameters in hardened samples were measured using a pressure gauge method and digital image analysis, respectively. Compressive and flexural strengths were tested for all the mixtures after 7 and 28 days of standard curing. Results show that a lower yield stress and/or plastic viscosity and higher incorporation of AFAs reduce the content of air bubbles in hardened UHPC. Higher mixing speed is more beneficial for reducing the content and average diameter of entrapped air bubbles. The 28-day compressive strength linearly increases with the decreasing content and average diameter of air bubbles. Air bubbles with diameters larger than 1 mm have worse effects on strength of UHPC than the smaller bubbles. Therefore, mechanical strength of UHPC can be improved by controlling the content and size of air bubbles through regulating rheological properties, incorporating anti-foaming admixture and optimizing mixing procedure.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (51578192).

References

Alkaysi, M., S. El-Tawil, Z. C. Liu, and W. Hansen. 2016. “Effects of silica powder and cement type on durability of ultra high performance concrete (UHPC).” Cem. Concr. Compos. 66: 47–56. https://doi.org/10.1016/j.cemconcomp.2015.11.005.
Banfill, P. F. G. 1991. “The rheology of fresh mortar.” Mag. Concr. Res. 43 (154): 13–21. https://doi.org/10.1680/macr.1991.43.154.13.
BSI (British Standards Institution). 2009. Testing fresh concrete: Air content: Pressure methods. EN 12350-7. London: BSI.
Chinese National Standard. 1999. Method of testing cements: Determination of strength. GB/T 17671. Beijing: Standard Press of China.
Chinese National Standard. 2005. Test method for activity of industrial waste slag used as addition to cement. GB/T 12957. Beijing: Standard Press of China.
Chinese National Standard. 2007. Common portland cement. GB 175. Beijing: Standard Press of China.
Choi, P., J. H. Yeon, and K. K. Yun. 2016. “Air-void structure, strength, and permeability of wet-mix shotcrete before and after shotcreting operation: The influences of silica fume and air-entraining agent.” Cem. Concr. Compos. 70: 69–77. https://doi.org/10.1016/j.cemconcomp.2016.03.012.
Chopin, D., F. D. Larrard, and B. Cazacliu. 2004. “Why do HPC and SCC require a longer mixing time?” Cem. Concr. Res. 34 (12): 2237–2243. https://doi.org/10.1016/j.cemconres.2004.02.012.
Dils, J., V. Boel, and G. D. Schutter. 2013. “Influence of cement type and mixing pressure on air content, rheology and mechanical properties of UHPC.” Constr. Build. Mater. 41 (11): 455–463. https://doi.org/10.1016/j.conbuildmat.2012.12.050.
Dils, J., V. Boel, and G. D. Schutter. 2015. “Vacuum mixing technology to improve the mechanical properties of ultra-high performance concrete.” Mater. Struct. 48 (11): 3485–3501. https://doi.org/10.1617/s11527-014-0416-2.
Dils, J., G. D. Schutter, and V. Boel. 2012. “Influence of mixing procedure and mixer type on fresh and hardened properties of concrete: A review.” Mater. Struct. 45 (11): 1673–1683. https://doi.org/10.1617/s11527-012-9864-8.
Du, L. X., and K. J. Folliard. 2005. “Mechanisms of air entrainment in concrete.” Cem. Concr. Res. 35 (8): 1463–1471. https://doi.org/10.1016/j.cemconres.2004.07.026.
Gołaszewski, J., and J. Szwabowski. 2004. “Influence of superplasticizers on rheological behavior of fresh cement mortars.” Cem. Concr. Res. 34 (2): 235–248. https://doi.org/10.1016/j.cemconres.2003.07.002.
Graybeal, B. A. 2005. “Characterization of the behavior of ultra-high performance concrete.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Maryland.
Graybeal, B. A. 2008. “UHPC in the U.S. highway transportation system.” In Proc., 2nd Int. Symp. on Ultra-High Performance Concrete. Kassel, Germany: Kassel University Press.
Han, D., G. C. Lee, S. J. Yoon, and K. M. Kim. 2015. “Viscosity influence of rising behavior of model air bubbles in fresh mortar.” Constr. Build. Mater. 76: 10–15. https://doi.org/10.1016/j.conbuildmat.2014.11.016.
Huang, H. H., X. J. Gao, L. S. Li, and H. Wang. 2018. “Improvement effect of steel fiber orientation control on mechanical performance of UHPC.” Constr. Build. Mater. 188: 709–721. https://doi.org/10.1016/j.conbuildmat.2018.08.146.
Huang, H. H., X. J. Gao, H. Wang, and H. Ye. 2017. “Influence of rice husk ash on strength and permeability of ultra-high performance concrete.” Constr. Build. Mater. 149: 621–628. https://doi.org/10.1016/j.conbuildmat.2017.05.155.
Kearsley, E. P., and P. J. Wainwright. 2002. “The effect of porosity on the strength of foamed concrete.” Cem. Concr. Res. 32 (2): 233–239. https://doi.org/10.1016/S0008-8846(01)00665-2.
Khayat, K. H. 1998. “Viscosity-enhancing admixtures for cement-based materials: An overview.” Cem. Concr. Compos. 20 (2–3): 171–188. https://doi.org/10.1016/S0958-9465(98)80006-1.
Khayat, K. H., and J. Assaad. 2002. “Air-void stability in self-consolidating concrete.” ACI Mater. J. 99 (4): 408–416. https://doi.org/10.14359/12224.
Larrard, F. D., and T. Sedran. 1994. “Optimization of ultra-high-performance concrete by the use of a packing model.” Cem. Concr. Res. 24 (6): 997–1009. https://doi.org/10.1016/0008-8846(94)90022-1.
Łaźniewska-Piekarczyk, B., and J. Szwabowski. 2012a. “Anti-foaming admixture (AFA) and its influences on the properties of a fresh self-compacting concrete mix.” J. Civ. Eng. Manage. 18 (2): 151–157. https://doi.org/10.3846/13923730.2012.657410.
Łaźniewska-Piekarczyk, B., and J. Szwabowski. 2012b. “The influence of the type of anti-foaming admixture and superplasticizer on the properties of self-compacting mortar and concrete.” J. Civ. Eng. Manage. 18 (3): 408–415. https://doi.org/10.3846/13923730.2012.698908.
Łaźniewska-Piekarczyk, B., and J. Szwabowski. 2015. “Influence of anti-foaming admixture type on several properties of high performance self-compacting concrete.” J. Mater. Civ. Eng. 27 (9): 04014247. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001056.
Luping, T. 1986. “A study of the quantitative relationship between strength and pore-size distribution of porous materials.” Cem. Concr. Res. 16 (1): 87–96. https://doi.org/10.1016/0008-8846(86)90072-4.
Mazanec, O., D. Lowke, and P. Schießl. 2010. “Mixing of high performance concrete: Effect of concrete composition and mixing intensity on mixing time.” Mater. Struct. 43 (3): 357–365. https://doi.org/10.1617/s11527-009-9494-y.
Mielenz, R. C., V. E. Wolkodoff, and J. E. Backstrom. 1958. “Origin, evolution, and effects of the air void system in concrete. Part I: Entrained air in unhardened concrete.” ACI Struct. J. 30 (1): 95–121.
Nambiar, E. K. K., and K. Ramamurthy. 2007. “Air-void characterisation of foam concrete.” Cem. Concr. Res. 37 (2): 221–230. https://doi.org/10.1016/j.cemconres.2006.10.009.
Peterson, K., J. Carlson, L. Sutter, and T. V. Dam. 2009. “Methods for threshold optimization for images collected from contrast enhanced concrete surfaces for air-void system characterization.” Mater. Charact. 60 (7): 710–715. https://doi.org/10.1016/j.matchar.2008.10.005.
Rebentrost, M., and G. Wight. 2008. “Experience and applications of Ultra-High performance concrete in Asia.” In Proc., 2nd Int. Symp. on Ultra-high Performance Concrete. Kassel, Germany: Kassel University Press.
Rejeb, S. K. 1996. “Improving compressive strength of concrete by a two-step mixing method.” Cem. Concr. Res. 26 (4): 585–592. https://doi.org/10.1016/0008-8846(96)00030-0.
Richard, P., and M. Cheyrezy. 1995. “Composition of reactive powder concretes.” Cem. Concr. Res. 25 (7): 1501–1511. https://doi.org/10.1016/0008-8846(95)00144-2.
Shi, C. J., Z. M. Wu, J. F. Xiao, D. H. Wang, Z. Y. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete. Part I: Raw materials and mixture design.” Constr. Build. Mater. 101: 741–751. https://doi.org/10.1016/j.conbuildmat.2015.10.088.
Sikorski, D., H. Tabuteau, and J. R. D. Bruyn. 2009. “Motion and shape of bubbles rising through a yield-stress fluid.” J. Non-Newtonian Fluid Mech. 159 (1–3): 10–16. https://doi.org/10.1016/j.jnnfm.2008.11.011.
Szwabowski, J., and B. Łaźniewska-Piekarczyk. 2008. “The increase of air-content in SCC mixes under the influence of carboxylate superolasticizers.” Cem. Wapno Beton 4: 205–215.
Tripathi, M. K., K. C. Sahu, G. Karapetsas, and O. K. Matar. 2015. “Bubble rise dynamics in viscoplastic material.” J. Non-Newtonian Fluid Mech. 222: 217–226. https://doi.org/10.1016/j.jnnfm.2014.12.003.
Wang, D. H., C. J. Shi, Z. M. Wu, J. F. Xiao, Z. Y. Huang, and Z. Fang. 2015. “A review on ultra high performance concrete. Part II: Hydration, microstructure and properties.” Constr. Build. Mater. 96: 368–377. https://doi.org/10.1016/j.conbuildmat.2015.08.095.
Zhang, B. L., H. B. Tan, W. G. Shen, G. L. Xu, B. G. Ma, and X. L. Ji. 2018. “Nano-silica and silica fume modified cement mortar used as Surface Protection Material to enhance the impermeability.” Cem. Concr. Compos. 92: 7–17. https://doi.org/10.1016/j.cemconcomp.2018.05.012.
Zou, F. B., H. B. Tan, Y. L. Guo, B. G. Ma, X. Y. He, and Y. Zhou. 2017. “Effect of sodium gluconate on dispersion of polycarboxylate superplasticizer with different grafting density in side chain.” J. Ind. Eng. Chem. 55: 91–100. https://doi.org/10.1016/j.jiec.2017.06.032.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 4April 2019

History

Received: Mar 7, 2018
Accepted: Sep 19, 2018
Published online: Jan 28, 2019
Published in print: Apr 1, 2019
Discussion open until: Jun 28, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Huanghuang Huang
Ph.D. Candidate, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.
Xiaojian Gao, Ph.D. [email protected]
Professor, Key Laboratory of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, China (corresponding author). Email: [email protected]
Di Jia
Master Student, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share