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Durability Characteristics of High Early Strength Concrete


Affiliations
1 Kalasalingam University, Krishnankoil 626 126, India
2 Department of Civil Engineering, Indian Institute of Technology-Madras, Chennai 600 036, India
 

High early strength concrete (HESC) is a type of high performance concrete, which attains its specified strength earlier than normal concrete. This type of concrete is normally used in precast and prestressed concrete industries. Many studies have been performed on the production of high early strength concrete, but information on performance of high early strength concrete in durability tests is limited. This article deals with evaluation of durability index characteristics of high early strength concrete mixtures made with two different cements. Durability index tests such as oxygen permeability, sorptivity, rapid chloride permeability and water absorption tests were performed on three HESC mixtures made with two different cements and compared with a reference concrete. Our results reveal that high early strength concrete using steam curing is better than concrete produced using accelerator. The microstructural studies also revealed that steam-cured concrete is better than accelerator-cured concrete supporting the durability index properties of concretes tested.

Keywords

Chloride Permeability, High Early Strength Concrete, Oxygen Permeability, Sorptivity, Water Absorption.
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  • Zia, P., Ahmad, S. H., Leming, M. L., Schemmel, J. J. and Elliott, R. P., Mechanical behaviour of high performance concretes. High early strength concrete Volume 4, Strategic Highway Research Program, National Research Council, Washington, DC, 1993, xi, p. 179.

  • Khurana, R., Heat curing in precast concrete. Master Build. Technol., Treviso, Italy, 1998.

  • Mehta, P. K. and Monteiro, P. J., Concrete, Microstructure, Properties and Materials, New York, 3rd edn, 2005.

  • Neville, A. M., Properties of Concrete, Fourth and Final Edn, Longman Publication, 2000.

  • Radjy, F. and Richards, C. W., Effect of curing and heat treatment history on the dynamic mechanical response and the pore structure of hardened cement paste. Cement Concrete Res., 1973, 3, 7–21.

  • Kelham, S., A water absorption test for concrete, Mag. Concrete Res., 40, 1988, 143, 106–110.

  • Ronne, P. D. and Alexander, M. G., Quantifying the effects of steam curing on concrete durability. Proceedings, Concrete for the 21st Century, Progress through Innovation, Midrand, South Africa, 2002, p. 13.

  • Ho, D. W. S., Chua, C. W. and Tam, C. T., Steam-cured concrete incorporating mineral admixtures. Cement Concr. Res., 2003, 33, 595–601.

  • Alexander, M. G., Ballim, Y. and Mackechnie, J. R., Concrete durability index testing manual. Res. Monogr. No. 4, Cape Town, South Africa, 1999.

  • Hooton, R. D. and Titherington, M. P., Chloride resistance of high performance concrete subjected to accelerated curing. Cem. Concrete Res., 2004, 34, 1561–1567.

  • Githachuri, K. and Alexander, M. G., Durability performance potential and strength of blended Portland limestone cement concrete. Cement Concr. Comp., 2013, 39, 115–121.

  • San Nicolas, R., Cyr, M. and Escadeillas, G., Performance-based approach to durability of flash-calcined metakaolin as cement replacement. Constr. Build. Mater., 2014, 55, 313–322.

  • IS 12269 Specifications for 53 grade ordinary Portland cement. Bureau of Indian Standards, New Delhi, 1987.

  • IS 2386 Methods of test for aggregate concrete. Bureau of Indian Standards, New Delhi, 1968.

  • ASTM C 494/C 494M, Standard specification for chemical admixtures for concrete. Am. Soc. Testing Mater., Philadelphia, 1999.

  • Chokkalingam, R. B., Santhanam, M., Ballim, Y. and Graham, P. C., A comparative assessment of selected Indian and South African cement clinkers. Indian Concr. J., 2010, 86, 9–16.

  • ACI 211.4R, Guidelines for selecting proportions for high strength concrete with Portland cement and fly ash. ACI Manual of Concrete Practice, 1999.

  • Ramesh Babu, C. and Santhanam, M., Optimization of high early strength steam cured concrete mixtures using central composite design, Indian Concr. J., 2006, 80(6), 11–15.

  • Ballim, Y., A low cost falling head permeameter for measuring concrete gas permeability. Concrete/Beton, J. Concr. Soc., Southern Africa, 1991, 61, 13–18.

  • Durability Index Testing Procedure Manual, Concrete durability index testing, South Africa, 2009.

  • Chan, S. Y. N. and Ji, X., Water sorptivity and chloride diffusivity of oil shale ash concrete. Constr. Build. Mater., 1998, 12, 177–183.

  • Rixom, R. and Mailvaganam, N., Chem. Admixtures Concrete, E&FN SPON, London, 3rd edn, 1999.

  • ASTM C 1202–12 Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. Am. Soc. Testing Mater., Philadelphia, 1999.

  • Alexander, M. G., Ballim, Y. and Mackechnie, J. R., Guide to the use of durability indexes for achieving durability in concrete structures. Industry/FRD collaborative research programme: achieving durable and economic concrete construction in the South African context. Research Monograph, 1999.


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  • Durability Characteristics of High Early Strength Concrete

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Authors

Ramesh Babu Chokkalingam
Kalasalingam University, Krishnankoil 626 126, India
Manu Santhanam
Department of Civil Engineering, Indian Institute of Technology-Madras, Chennai 600 036, India

Abstract


High early strength concrete (HESC) is a type of high performance concrete, which attains its specified strength earlier than normal concrete. This type of concrete is normally used in precast and prestressed concrete industries. Many studies have been performed on the production of high early strength concrete, but information on performance of high early strength concrete in durability tests is limited. This article deals with evaluation of durability index characteristics of high early strength concrete mixtures made with two different cements. Durability index tests such as oxygen permeability, sorptivity, rapid chloride permeability and water absorption tests were performed on three HESC mixtures made with two different cements and compared with a reference concrete. Our results reveal that high early strength concrete using steam curing is better than concrete produced using accelerator. The microstructural studies also revealed that steam-cured concrete is better than accelerator-cured concrete supporting the durability index properties of concretes tested.

Keywords


Chloride Permeability, High Early Strength Concrete, Oxygen Permeability, Sorptivity, Water Absorption.

References





DOI: https://doi.org/10.18520/cs%2Fv113%2Fi08%2F1568-1577