Journal Title : International Journal of Modern Trends in Engineering and Science

Author’s Name : S.Gayathri, P.Deepika, A.Monisha

Volume 01 Issue o5  Year 2014

ISSN no:  2348-3121

Page no: 44-47

AbstractConcrete is prepared with a water cement ratio of 0.45. Cube specimens were cast for testing the characteristic strength for 7 & 28 days of curing tested and observed respectively using the curing methods namely Immersion, Plastic sheeting ,Steam curing, Sandpit curing to cure the cube specimens until the day of testing. In this project, effort has been made to understand the working & influence of curing methods which are generally adopted in the construction industry & compared with the conventional curing. This project focuses on studying the influence of different curing methods on concrete to achieve a better characteristic strength. Curing is essential if concrete is to perform the intended function over the design life of the structure while excessive curing time may lead to the escalation of the construction cost of the project and unnecessary delays.

Keywords— concrete, conventional curing, sand pit curing, plastic sheet curing, steam curing


[1] ACI Committee 517, Accelerated Curing of Concrete at Atmospheric Pressure, ACI 517.2R-87, revised (1992), American Concrete Institute, Farmington Hills, Michigan, (1992), 17 pages.
[2] Hanson, J. A., Optimum Steam Curing Procedures for Structural Lightweight Concrete, Development Department Bulletin DX092, Portland cement Association, (1965).
[3] Senbetta, Ephraim, “Curing and Curing Materials,” Significance of Tests and Properties of Concrete and Concrete-Making Materials, STP 169C, American Society for Testing and Materials, West Conshohocken, Pennsylvania, 1994, pages 478 to 483.
[4] B. S. 812 (1960): Method for Sampling and testing of Mineral Aggregate, Sand and Filler. Gambhir M. L. (1986): Concrete Technology, Third Edition. Tata Mcgraw-Hill Publishing Company Limited.
[5] LambertCorporation (1999): Concrete Curing, www.lambertusa.comNeil Jackson et al (1996): Civil Engineering Materials. Fifth Edition. Published by PALGRAVE Houndmills, Basingstoke, Hampshire.
[6] Neville A. M.& Brooks Concrete Technology. Longman ScientificJ. J. (1987): and Technical, Longman Group Ltd, Longman HouseBurnt Mill, Harlow, Essex CM20 2JE, England.
[7] Md. Safuddin,S.N. Raman and M.F.M. Zain , (2007), “Effect of Different Curing Methods on the Properties of Microsilica Concrete” , Australian Journal of Basic and Applied Sciences, 1(2): 87-95, ISSN 1991-8178.
[8] M.V. Krishna Rao, M. Shoba and N.R. Dakshina Murthy, (2011), “Effect of Elevated Temperature on Strength of Differently Cured Concrete-An Experimental Study”, Asian Journal of Civil Engineering (Building and Housing) Vol. 12, No. 1 page 73-85.
[9] Bentz, D. P., Synder, K. A. and Stutzman, P. E., (1997), “Hydration of Cement: The Effects of Curing Conditions”, Proceedings of the 10th International Congress on the Chemistry of Cement, Gothenburg, Sweden, June 2-6, (1997), Vol.2.
[10] Wang, J., Dhir, R. K. and Levitt, M., 1994, “Membrane Curing of Concrete: Moisture Loss”, Cement and Concrete Research, 1994, Vol. 24, No. 8, pp. 1463- 1474.
[11] Cabrera, J.G., Gowripalan, N. and Wainwright, P.J., (1989), “An Assessment of Concrete Curing Efficiency Using Gas Permeability”, Magazine of Concrete Research, 1989, Vol. 41, No. 149, pp.193-198.
[12] Al-Gahtani, A.S.,“Effect of curing methods on the properties of plain and blended cement concretes”.

Full Pdf Paper-Click Here

Scroll Up