Technical Papers
Jul 8, 2017

Effect of Carbonation Mixing on CO2 Uptake and Strength Gain in Concrete

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 10

Abstract

Concrete is well known for its capacity to sequester carbon dioxide (CO2) through carbonation curing. If carbonation mixing can be used to introduce CO2 during concrete mixing, the process is able to enhance the carbon capture and storage capacity of concrete and makes the technology available to both precast and cast-in-place concretes. This paper studies the effect of carbonation mixing on CO2 uptake and strength gain of cement paste, which is the key carbon-reactive ingredient in concrete. Three mixing methods were investigated: (1) normal air mixing, (2) carbonation mixing, and (3) hybrid mixing with carbonation mixing first, followed by normal air mixing. Two curing methods, air curing and carbonation curing, were also studied to examine the effect of carbonation mixing on curing. It was found that carbonation mixing could increase the CO2 uptake but decrease the strength gain. The reduction in strength by carbonation mixing was caused by the formation of carbonate coating on cement particles. The property can be improved if air mixing is introduced right after carbonation mixing.

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Acknowledgments

The support from the China Ministry of Science and Technology under Grant No. 2015CB655101 and the National Natural Science Foundation of China (NSFC) under Grant No. 51379163 are gratefully acknowledged.

References

Baciocchi, R., Costa, G., and Zingaretti, D. (2014). “Accelerated carbonation processes for carbon dioxide capture, storage and utilization.” Transformation and utilization of carbon dioxide, Springer, Berlin, 263–299.
Chabannes, M., Garcia-Diaz, E., Clerc, L., and Bénézet, J. C. (2015). “Studying the hardening and mechanical performances of rice husk and hemp-based building materials cured under natural and accelerated carbonation.” Constr. Build. Mater., 94, 105–115.
China National Cement Standardization Technical Committee. (2005). “Mixer for cement paste.” JC/T 729-2005, Beijing.
El-Hassan, H., and Shao, Y. (2015). “Early carbonation curing of concrete masonry units with portland limestone cement.” Cem. Concr. Comp., 62, 168–177.
El-Hassan, H., Shao, Y., and Ghouleh, Z. (2013). “Reaction products in carbonation-cured lightweight concrete.” J. Mater. Civil Eng., 799–809.
Goodbrake, C. J., Young, J. F., and Berger, R. L. (1979). “Reaction of beta-dicalcium silicate and tricalcium silicate with carbon dioxide and water vapor.” J. Am. Ceram. Soc., 62(3–4), 168–171.
He, Z., Shao, Y., Yang, H., and Liu, M. (2013). “Early carbonation behaviour of no-clinker steel slag binder.” Adv. Cem. Res., 25(6), 342–351.
Klemm, W. A., and Berger, R. L. (1972). “Accelerated curing of cementitious systems by carbon dioxide. I: Portland cement.” Cem. Concr. Res., 2(5), 567–576.
Ma, H., Li, Z., and Tang, S. (2015). “New pore structure assessment methods for cement paste.” J. Mater. Civil Eng., A4014002.
Mahoutian, M., Ghouleh, Z., and Shao, Y. (2014). “Carbon dioxide activated ladle slag binder.” Constr. Build. Mater., 66, 214–221.
Mounanga, P., Khelidj, A., Loukili, A., and Baroghel-Bouny, V. (2004). “Predicting Ca(OH)2 content and chemical shrinkage of hydrating cement pastes using analytical approach.” Cem. Concr. Res., 34(2), 255–265.
Neves Junior, A., Toledo Filho, R. D., Fairbairn, E. D. M. R., and Dweck, J. (2013). “CO2 sequestration by high initial strength portland cement pastes.” J. Therm. Anal. Calorim., 113(3), 1577–1584.
Neves Junior, A., Toledo Filho, R. D., Fairbairn, E. D. M. R., and Dweck, J. (2014). “A study of the carbonation profile of cement pastes by thermogravimetry and its effect on the compressive strength.” J. Therm. Anal. Calorim., 116(1), 69–76.
Ramachandran, V. S., and Beaudoin, J. J. (2001). Handbook of analytical techniques in concrete science and technology, Noyes/William Andrew, New York.
Rostami, V., Shao, Y., and Boyd, A. J. (2011). “Durability of concrete pipes subjected to combined steam and carbonation curing.” Constr. Build. Mater., 25(8), 3345–3355.
Rostami, V., Shao, Y., and Boyd, A. J. (2012a). “Carbonation curing versus steam curing for precast concrete production.” J. Mater. Civil Eng., 1221–1229.
Rostami, V., Shao, Y., Boyd, A. J., and He, Z (2012b). “Microstructure of cement paste subject to early carbonation curing.” Cem. Concr. Res., 42(1), 186–193.
Soroushian, P., Won, J-P, and Hassan, M. (2012). “Durability characteristics of CO2-cured cellulose fiber reinforced cement composites.” Constr. Build. Mater., 34, 44–53.
Tang, S. W., et al. (2016). “The review of pore structure evaluation in cementitious materials by electrical methods.” Constr. Build. Mater., 117, 273–284.
Yang, H., He, Z., and Shao, Y. (2015). “Early carbonation behavior of high-volume dolomite powder-cement based materials.” J. Wuhan Univ. Technol., 30(3), 541–549.
Yi, C., Shi, J., Zhao, X. L., Zhao, W. H., Liu, Q., and Liu, H. X. (2011). “Comprehensive assessment of green degree of building material using fuzzy AHP.” Applied mechanics and materials, Vol. 71–78, Trans Tech Publications, Zurich, Switzerland, 769–777.
Young, J. F., Berger, R. L., and Breese, J. (1974). “Accelerated curing of compacted calcium silicate mortars on exposure to CO2.” J. Am. Ceram. Soc., 57(9), 394–397.
Zhang, D., Cai, X., and Shao, Y. (2016). “Carbonation curing of precast fly ash concrete.” J. Mater. Civil Eng., 04016127.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 10October 2017

History

Received: Nov 15, 2016
Accepted: Apr 11, 2017
Published online: Jul 8, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 8, 2017

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Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China (corresponding author). E-mail: [email protected]
Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China. E-mail: [email protected]
Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 817 Sherbrooke St. West, Montreal, QC, Canada H3A 2K6. E-mail: [email protected]

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