DOI QR코드

DOI QR Code

Performance of self-curing concrete as affected by different curing regimes

  • El-Dieb, A.S. (Civil and Environmental Engineering Department, UAE University) ;
  • El-Maaddawy, T.A. (Civil and Environmental Engineering Department, UAE University)
  • Received : 2018.07.21
  • Accepted : 2019.10.15
  • Published : 2020.01.25

Abstract

In this study, polyethylene glycol (PEG) and polyacrylamide (PAM) have been used as self-curing agents to produce self-curing concrete (SC). Compressive strength, ultrasonic pulse velocity (UPV), bulk electrical resistivity, chloride ion penetrability, water permeability, and main microstructural characteristics were examined under different curing regimes, and compared to those of the control concrete mixture with no self-curing agents. One batch of a control mixture and one batch of a SC mixture were air-cured in the lab to act as non-water-cured samples. The water curing regimes for the control mixture included continuous water curing for 3, 7, and 28 days and periodical moist curing using wetted burlap for 3 and 7 days. Curing regimes for the SC mixtures included 3 days of water curing and periodical moist curing for 3 and 7 days. SC mixtures showed better microstructure development and durability performance than those of the air-cured control mixture. A short water curing period of 3 days significantly improved the performance of the SC mixtures similar to that of the control mixture that was water cured for 28 days. SC concrete represents a step towards sustainable construction due to its lower water demand needed for curing and hence can preserve the limited water resources in many parts of the world.

Keywords

Acknowledgement

Supported by : UAEU-NRF

References

  1. ACI 222R-01 (2008), Protection of Metals in Concrete Against Corrosion, ACI Manual for Concrete Practice.
  2. ACI 308R-01 (2008), Guide to Curing Concrete, ACI Manual of Concrete Practice.
  3. ACI 318M-08 (2008), Building Code Requirements for Structural Concrete and Commentary, ACI Manual for Concrete Practice.
  4. ASTM C1202-17 (2017), Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, ASTM International, West Conshohocken, Pennsylvania.
  5. ASTM C1760-12 (2017), Standard Test Method for Bulk Electrical Conductivity of Hardened Concrete, ASTM International, West Conshohocken, Pennsylvania.
  6. Bashandy, A.A., Meleka, N.N. and Hamad, M.M. (2017), "Comparative study on the using of PEG and PAM as curing agents for self-curing concrete", Chall. J. Concrete Res. Lett., 8(1), 1-10. https://doi.org/10.20528/cjcrl.2017.01.001
  7. Basheer, L. Kropp, L. and Cleland, D.J. (2001), "Assessment of the durability of concrete from its permeation properties: A review", Constr. Build. Mater., 15(2-3), 93-103. https://doi.org/10.1016/S0950-0618(00)00058-1.
  8. Bentz, D.P., Lura, P. and Roberts, J.W. (2005), "Mixture proportioning for internal curing", Concrete Int., 27(2), 35-40.
  9. Dhir, R.K., Hewlett, P.C. and Dyer, T.D. (1995), "Durability of self-cure concrete", Cement Concrete Res., 25(6), 1153-1158. https://doi.org/10.1016/0008-8846(95)00107-N.
  10. Dhir, R.K., Hewlett, P.C. and Dyer, T.D. (1996), "The influence of microstructure on the physical properties of self-curing concrete", ACI Mater. J., 93(5), 1-7.
  11. Dhir, R.K., Hewlett, P.C. and Dyer, T.D. (1998), "Mechanism of water retention in cement pastes containing a self-curing agent", Mag. Concrete Res., 50(1), 85-90. https://doi.org/10.1680/macr.1998.50.1.85.
  12. Dhir, R.K., Hewlett, P.C., Lota, J.S. and Dyer, T.D. (1994), "An investigation into the feasibility of formulating self-curing", Concrete Mater. Struct., 27(10), 606-615. https://doi.org/10.1007/BF02473130.
  13. El-Dieb, A.S. (2007), "Self-curing concrete: Water retention, hydration and moisture transport", Constr. Build. Mater., 21(6), 1282-1287. https://doi.org/10.1016/j.conbuildmat.2006.02.007.
  14. El-Dieb, A.S., El Maaddawy, T.A. and Mahmoud, A.A. (2012), "Water-soluble polymers as self-curing agents in cement mixes", Adv. Cement Res., 24(5), 291-299. http://dx.doi.org/10.1680/adcr.11.00030.
  15. Farzanian, K., Teixeira, K.P., Perdigao Rocha, I., De Sa Carneiro, L. and Ghahremaninezhad, A. (2016), "The mechanical strength, degree of hydration, and electrical resistivity of cement pastes modified with superabsorbent polymers", Constr. Build. Mater., 109, 156-165. https://doi.org/10.1016/j.conbuildmat.2015.12.082.
  16. Gifta, C.C., Prabavathy, S. and Kumar, G.Y. (2013), "Study on internal curing of high-performance concrete using super absorbent polymers and light weight aggregates", Asian J. Civil Eng. (BHRC), 14(5), 773-781.
  17. Han, B., Zhang, L. and Ou, J. (2017), Smart and Multifunctional Concrete Toward Sustainable Infrastructures, Springer Nature Singapore.
  18. Kang, S.H., Hong, S.G. and Moon, J. (2018), "The effect of superabsorbent polymer on various scale of pore structure in ultra-high performance concrete", Constr. Build. Mater., 172, 29-40. https://doi.org/10.1016/j.conbuildmat.2018.03.193.
  19. Ma, X., Liu, J., Wu, Z. and Shi, C. (2017), "Effects of SAP on the properties and pore structure of high-performance cement-based materials", Constr. Build. Mater., 131, 476-484. https://doi.org/10.1016/j.conbuildmat.2016.11.090.
  20. Mather, B. (2001), "Self-curing concrete, Why not?", Concrete Int., 23(1), 46-47.
  21. Mousa, M.I., Mahdy, M.G., Abdel-Reheem, A.H. and Yehia, A.Z. (2015), "Self-curing concrete types; water retention and durability", Alexandria Eng. J., 54(3), 565-575. https://doi.org/10.1016/j.aej.2015.03.027.
  22. Reinhardt, H.W. and Weber, S. (1998), "Self-cured high-performance concrete", ASCE J. Mater. Civil Eng., 10(4), 208-209. https://doi.org/10.1061/(ASCE)0899-1561(1998)10:4(208)
  23. Savva, P. and Petrou, M.F. (2018), "Highly absorptive normal weight aggregates for internal curing of concrete", Constr. Build. Mater., 179, 80-88. https://doi.org/10.1016/j.conbuildmat.2018.05.205.
  24. Shahroodi, A. (2010), "Development of test methods for assessment of concrete durability for use in performance-based specifications", M.A.Sc. Thesis, Department of Civil Engineering, University of Toronto, Toronto, Canada.
  25. Shen, D., Jiang, J., Shen, J., Yao, P. and Jiang, G. (2015), "Influence of prewetted lightweight aggregates on the behavior and cracking potential of internally cured concrete at an early age", Constr. Build. Mater., 99, 260-271. https://doi.org/10.1016/j.conbuildmat.2015.08.093.
  26. Shen, D., Wang, X., Cheng, D., Zhang, J. and Jiang, G. (2016), "Effect of internal curing with super absorbent polymers on autogenous shrinkage of concrete at early age", Constr. Build. Mater., 106, 512-522. https://doi.org/10.1016/j.conbuildmat.2015.12.115.
  27. Sun, Z. and Xu, Q. (2008), "Micromechanical analysis of polyacrylamide-modified concrete for improving strengths", Mater. Sci. Eng. A, 490(1), 181-192. https://doi.org/10.1016/j.msea.2008.01.026.
  28. Tang, C.W. (2017), "Effect of pre-soaking degree of lightweight aggregate on the properties of lightweight aggregate concrete", Comput. Concrete, 19(1), 69-78. https://doi.org/10.12989/cac.2017.19.1.069.
  29. Thrinath, G. and Kuma, P.S. (2017), "Eco-friendly self-curing concrete incorporated with polyethylene glycol as self-curing agent", Int. J. Eng. (IJE), Tran. A: Basic., 30(4), 473-478.
  30. Venkateswarlu, M., Balaji, V., Susmitha, M. and Suresh, D. (2015), "Study on durability characteristics of conventional concrete with PEG-600 as self curing compound", Eur. J. Adv. Eng. Technol., 2(12), 47-52.
  31. Wang, X.F., Fang, C., Kuang, W.Q., Li, D.W., Han, N.X. and Xing, F. (2017), "Experimental investigation on the compressive strength and shrinkage of concrete with pre-wetted lightweight aggregates", Constr. Build. Mater., 155, 867-879. https://doi.org/10.1016/j.conbuildmat.2017.07.224.
  32. Zhang, J., Wang, Q. and Zhang, J. (2017), "Shrinkage of internal cured high strength engineered cementitious composite with pre-wetted sand-like zeolite", Constr. Build. Mater., 134, 664-672. https://doi.org/10.1016/j.conbuildmat.2016.12.182.
  33. Zou, D., Zhang, H., Wang, Y., Zhu, J. and Guan, X. (2015), "Internal curing of mortar with low water to cementitious materials ratio using a normal weight porous aggregate", Constr. Build. Mater., 96, 209-216. https://doi.org/10.1016/j.conbuildmat.2015.08.025.