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The effect of combined carbonation and steam curing on the microstructural evolution and mechanical properties of Portland cement concrete

  • Kim, Seonhyeok (Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology) ;
  • Amr, Issam T. (Carbon Management Division, Research & Development Center) ;
  • Fadhel, Bandar A. (Carbon Management Division, Research & Development Center) ;
  • Bamagain, Rami A. (Carbon Management Division, Research & Development Center) ;
  • Hunaidy, Ali S. (Carbon Management Division, Research & Development Center) ;
  • Park, Solmoi (Department of Civil Engineering, Pukyong National University) ;
  • Seo, Joonho (Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology) ;
  • Lee, H.K. (Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology)
  • 투고 : 2020.09.16
  • 심사 : 2021.03.16
  • 발행 : 2021.05.25

초록

The present study investigated the effect of the combined carbonation and steam curing on the physicochemical properties and CO2 uptake of the Portland cement concrete. Four different curing regimes were adopted during the initial 10 h of curing to evaluate the potential of carbonation curing as an alternative to conventional steam curing in the precast concrete industry from environmental and practical viewpoints. Four combinations of carbonation and steam curing conditions were applied as curing regimes to the samples at an early age. The test results indicated that the samples treated with the combined carbonation and steam curing exhibited higher early strength development compared to the other samples, signifying that carbonation curing can reduce the production time of precast concrete. Furthermore, the CO2 uptake capacity of the samples was calculated and found to be as high as 18% with respect to the mass of the paste samples. Hence, the simultaneous utilization of steam and CO2 for the fabrication of precast concrete members has the potential to make precast concrete greener and more cost-effective.

키워드

과제정보

This study was supported by the Saudi Aramco-KAIST CO2 Management Center to whom the authors are grateful. The authors thank the Korean Basic Science Institute (Jeonju Center) for mercury intrusion porosimetry analysis.

참고문헌

  1. Al-Amoudi, O.S.B., Ahmad, S., Khan, S. and Maslehuddin, M. (2019), "Durability performance of concrete containing Saudi natural pozzolans as supplementary cementitious material", Adv. Concrete Constr., 8(2), 119-126. https://doi.org/10.12989/acc.2019.8.2.119.
  2. Amr, I.T., Fadhel, B., Al Hunaidy, A.S., Bamagain, R.A., Lee, H.K. and Park, S.M. (2019), "Method for enhancement of mechanical strength and CO2 storage in cementitious products", Google Patents.
  3. Annadurai, S., Rathinam, K. and Kanagarajan, V. (2020), "Development of eco-friendly concrete produced with Rice Husk Ash (RHA) based geopolymer", Adv. Concrete Constr, 9(2), 139-147. https://doi.org/10.12989/acc.2020.9.2.139.
  4. Bernardo, G., Telesca, A. and Valenti, G.L. (2006), "A porosimetric study of calcium sulfoaluminate cement pastes cured at early ages", Cement Concrete Res., 36(6), 1042-1047. https://doi.org/10.1016/j.cemconres.2006.02.014.
  5. Borges, P.H., Costa, J.O., Milestone, N.B., Lynsdale, C.J. and Streatfield, R.E. (2010), "Carbonation of CH and C-S-H in composite cement pastes containing high amounts of BFS", Cement Concrete Res., 40(2), 284-292. https://doi.org/10.1016/j.cemconres.2009.10.020.
  6. Chen, X., Wu, S. and Zhou, J. (2013), "Influence of porosity on compressive and tensile strength of cement mortar", Constr. Build. Mater., 40, 869-874. https://doi.org/10.1016/j.conbuildmat.2012.11.072.
  7. Duxson, P., Fernandez-Jimenez, A., Provis, J.L., Lukey, G.C., Palomo, A. and van Deventer, J.S. (2007), "Geopolymer technology: the current state of the art", J. Mater. Sci., 42(9), 2917-2933. https://doi.org/10.1007/s10853-006-0637-z.
  8. El-Hassan, H., Shao, Y. and Ghouleh, Z. (2013), "Reaction products in carbonation-cured lightweight concrete", J. Mater. Civil Eng., 25(6), 799-809. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000638.
  9. Galle, C. (2001). "Effect of drying on cement-based materials pore structure as identified by mercury intrusion porosimetry: A comparative study between oven-, vacuum-, and freeze-drying", Cement Concrete Res., 31(10), 1467-1477. https://doi.org/10.1016/S0008-8846(01)00594-4.
  10. Gartner, E. and Hirao, H. (2015), "A review of alternative approaches to the reduction of CO2 emissions associated with the manufacture of the binder phase in concrete", Cement Concrete Res., 78, 126-142. https://doi.org/10.1016/j.cemconres.2015.04.012.
  11. Gibbins, J. and Chalmers, H. (2008), "Carbon capture and storage", Energ. Policy, 36(12), 4317-4322. https://doi.org/10.1016/j.enpol.2008.09.058.
  12. Goto, K., Yogo, K. and Higashii, T. (2013), "A review of efficiency penalty in a coal-fired power plant with postcombustion CO2 capture", Appl. Energy, 111, 710-720. https://doi.org/10.1016/j.apenergy.2013.05.020.
  13. Hu, Y., Hu, S., Yang, B. and Wang, S. (2020), "Effects of subsequent curing on chloride resistance and microstructure of steam-cured mortar", Adv. Concrete Constr., 9(5), 449-457. https://doi.org/10.12989/acc.2020.9.5.449.
  14. Jang, J.G. and Lee, H.K. (2016), "Microstructural densification and CO2 uptake promoted by the carbonation curing of beliterich Portland cement", Cement Concrete Res., 82, 50-57. https://doi.org/10.1016/j.cemconres.2016.01.001.
  15. Jang, J.G., Kim, G.M., Kim, H.J. and Lee, H.K. (2016), "Review on recent advances in CO2 utilization and sequestration technologies in cement-based materials", Constr. Build. Mater., 127, 762-773. https://doi.org/10.1016/j.conbuildmat.2016.10.017.
  16. Jenkinson, D.S., Adams, D. and Wild, A. (1991), "Model estimates of CO2 emissions from soil in response to global warming", Nature, 351(6324), 304-306. https://doi.org/10.1038/351304a0.
  17. Kashef-Haghighi, S., Shao, Y. and Ghoshal, S. (2015), "Mathematical modeling of CO2 uptake by concrete during accelerated carbonation curing", Cement Concrete Res., 67, 1-10. https://doi.org/10.1016/j.cemconres.2014.07.020.
  18. Kim, G.M., Jang, J.G., Naeem, F. and Lee, H.K. (2015), "Heavy metal leaching, CO2 uptake and mechanical characteristics of carbonated porous concrete with alkali-activated slag and bottom ash", Int. J. Concrete Struct. M., 9(3), 283-294. https://doi.org/10.1007/s40069-015-0111-x.
  19. Kim, S.H., Lee, N.K., Lee, H.K. and Park, S.M. (2021), "Experimental and theoretical studies of hydration of ultra-high performance concrete cured under various curing conditions", Constr. Build. Mater., 278, 122352. https://doi.org/10.1016/j.conbuildmat.2021.122352.
  20. Kumar, V.P. and Prasad, D.R. (2019), "Influence of supplementary cementitious materials on strength and durability characteristics of concrete", Adv. Concrete Constr., 7(2), 75-85. http://dx.doi.org/10.12989/acc.2019.7.2.075.
  21. Lee, R.P., Keller, F. and Meyer, B. (2017), "A concept to support the transformation from a linear to circular carbon economy: net zero emissions, resource efficiency and conservation through a coupling of the energy, chemical and waste management sectors", Clean Energy, 1(1), 102-113. https://doi.org/10.1093/ce/zkx004.
  22. Loo, Y., Chin, M., Tam, C. and Ong, K. (1994), "A carbonation prediction model for accelerated carbonation testing concrete", Mag. Concrete Res., 46(168), 191-200. https://doi.org/10.1680/macr.1994.46.168.191.
  23. Lothenbach, B., Scrivener, K. and Hooton, R. (2011), "Supplementary cementitious materials", Cement Concrete Res., 41(12), 1244-1256. https://doi.org/10.1016/j.cemconres.2010.12.001.
  24. Mehta, P.K. and Monteiro, P.J. (2017), Concrete Microstructure, Properties and Materials, McGraw-Hill Education, New York, USA.
  25. Park, S., Jang, J., Son, H. and Lee, H.K. (2017), "Stable conversion of metastable hydrates in calcium aluminate cement by early carbonation curing", J. CO2 Util., 21, 224-226. https://doi.org/10.1016/j.jcou.2017.07.002.
  26. Park, S.M., Jang, J.G., Lee, N.K. and Lee, H.K. (2016), "Physicochemical properties of binder gel in alkali-activated fly ash/slag exposed to high temperatures", Cement Concrete Res., 89, 72-79. https://doi.org/10.1016/j.cemconres.2016.08.004.
  27. Park, S.M., Seo, J.H. and Lee, H.K. (2018), "Thermal evolution of hydrates in carbonation-cured Portland cement", Mater. Struct., 51(1), 7. https://doi.org/10.1617/s11527-017-1114-7.
  28. Pera, J. and Ambroise, J. (2004), "New applications of calcium sulfoaluminate cement", Cement Concrete Res., 34(4), 671-676. https://doi.org/10.1016/j.cemconres.2003.10.019.
  29. Poon, C., Kou, S., Lam, L. and Lin, Z. (2001), "Activation of fly ash/cement systems using calcium sulfate anhydrite (CaSO4)", Cement Concrete Res., 31(6), 873-881. https://doi.org/10.1016/S0008-8846(01)00478-1.
  30. 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. https://doi.org/10.1016/j.conbuildmat.2011.03.025.
  31. Rostami, V., Shao, Y. and Boyd, A.J. (2012), "Carbonation curing versus steam curing for precast concrete production", J. Mater. Civil Eng., 24(9), 1221-1229. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000462.
  32. Rostami, V., Shao, Y., Boyd, A.J. and He, Z. (2012), "Microstructure of cement paste subject to early carbonation curing", Cement Concrete Res., 42(1), 186-193. https://doi.org/10.1016/j.cemconres.2011.09.010.
  33. Rossler, M. and Odler, I. (1985), "Investigations on the relationship between porosity, structure and strength of hydrated portland cement pastes I. Effect of porosity", Cement Concrete Res., 15(2), 320-330. https://doi.org/10.1016/0008-8846(85)90044-4.
  34. Sahani, A.K., Samanta, A.K. and Roy, D.K.S. (2019), "Influence of mineral by-products on compressive strength and microstructure of concrete at high temperature", Adv. Concrete Constr., 7(4), 263-275. https://doi.org/10.12989/acc.2019.7.4.263.
  35. Scrivener, K., Snellings, R. and Lothenbach, B. (2018), A Practical Guide to Microstructural Analysis of Cementitious Materials, Crc Press, Boca Raton, USA.
  36. Seo, J.H., Kim, S.H., Park, S.M., Bae, S.J. and Lee, H.K. (2021), "Microstructural evolution and carbonation behavior of limeslag binary binders", Cement Concrete Compos., 119, 104000. https://doi.org/10.1016/j.cemconcomp.2021.104000.
  37. Seo, J.H., Park, S.M. and Lee, H.K. (2018), "Evolution of the binder gel in carbonation-cured Portland cement in an acidic medium", Cement Concrete Res., 109, 81-89. https://doi.org/10.1016/j.cemconres.2018.03.014.
  38. Seo, J.H., Park, S.M., Yoon, H.N., Jang, J.G., Kim, S.H. and Lee, H.K. (2019), "Utilization of calcium carbide residue using granulated blast furnace slag", Mater., 12(21), 3511. https://doi.org/10.3390/ma12213511.
  39. Silva, D.A., Roman, H.R. and Gleize, P. (2002), "Evidences of chemical interaction between EVA and hydrating Portland cement", Cement Concrete Res., 32(9), 1383-1390. https://doi.org/10.1016/S0008-8846(02)00805-0.
  40. Taylor, H.F. (1997), Cement Chemistry, Thomas Telford, London, United Kingdom.
  41. Vollpracht, A., Lothenbach, B., Snellings, R. and Haufe, J. (2016), "The pore solution of blended cements: A review", Mater. Struct., 49(8), 3341-3367. https://doi.org/10.1617/s11527-015-0724-1.
  42. Xi, F., Davis, S.J., Ciais, P., Crawford-Brown, D., Guan, D., Pade, C., Shi, T., Syddall, M., Lv, J., Ji, L., Bing, L., Wang, J., Wei, W., Yang, K.H., Lagerblad, B., Galan, I. andrade, C., Zhang, Y. and Liu, Z. (2016), "Substantial global carbon uptake by cement carbonation", Nat. Geosci., 9(12), 880-883. https://doi.org/10.1038/ngeo2840.
  43. Yoon, H.N., Seo, J.H., Kim, S.H., Lee, H.K. and Park, S.M. (2021), "Hydration of calcium sulfoaluminate cement blended with blast-furnace slag", Constr. Build. Mater., 268, 121214. https://doi.org/10.1016/j.conbuildmat.2020.121214.
  44. Zhang, D. and Shao, Y. (2016), "Early age carbonation curing for precast reinforced concretes", Constr. Build. Mater., 113, 134-143. https://doi.org/10.1016/j.conbuildmat.2016.03.048.