TECHNICAL PAPERS
Sep 1, 2007

Influence of Fly Ash as Cement Replacement on the Properties of Recycled Aggregate Concrete

Publication: Journal of Materials in Civil Engineering
Volume 19, Issue 9

Abstract

The use of high percentages of recycled aggregates in concrete would usually worsen the concrete properties. This paper tries to address the deficiency of the use of recycled aggregates by systematically presenting results on the influence of incorporating Class F fly ash on concrete properties. In this study, two series of concrete mixtures were prepared with water-to-binder (W/B) ratios of 0.45 and 0.55. The recycled aggregate was used as 0, 20, 50, and 100% by weight replacements of natural aggregate. In addition, fly ash was used as 0, 25, and 35% by weight replacements of cement. The results showed that the compressive strengths, tensile strengths, and static modulus of elasticity values of the concrete at all ages decreased as the recycled aggregate and the fly ash contents increased. Further, an increase in the recycled aggregate content decreased the resistance to chloride ion penetration and increased the drying shrinkage and creep of concrete. Nevertheless, the use of fly ash as a substitute for cement improved the resistance to chloride ion penetration and decreased the drying shrinkage and creep of the recycled aggregate concrete. The results showed that one of the practical ways to utilize a high percentage of recycled aggregate in structural concrete is by incorporating 25–35% of fly ash as some of the drawbacks induced by the use of recycled aggregates in concrete could be minimized.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writers would like to thank the Environment and Conservation Fund, the Woo Wheelock Green Fund and the Hong Kong Polytechnic University for funding support.

References

Abou-Zeid, M. N., Shenouda, M. N., McCabe, S., and El-Tawil, F. A. (2005). “Reincarnation of concrete.” Concr. Int., 27(2), 53–59.
ASTM. (1997). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” ASTM C 1202, Philadelphia.
ASTM. (2002a). “Standard test method for creep of concrete in compression.” ASTM C 512, Philadelphia.
ASTM. (2002b). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.” ASTM C 469, Philadelphia.
Atis, C. D., Kilic, A., and Sevim, U. K. (2004). “Strength and shrinkage properties of mortar containing a nonstandard high-calcium fly ash.” Cem. Concr. Res., 34(1), 99–102.
British Standards Institution (BSI). (1970). “Methods of testing concrete for other than strength.” BS 1881 Part 5, London.
British Standards Institution (BSI). (1985). “Specification for aggregates from natural sources for concrete.” BS 882, London.
Cho, Y. H., and Yeo, S. H. (2004). “Application of recycled waste aggregate to lean concrete subbase in highway pavement.” Can. J. Civ. Eng., 31(6), 1101–1108.
Dhir, R. K., Limbachiya, M. C., and Leelawat, T. (1999). “Suitability of recycled concrete aggregate for use in BS 5328 designated mixes.” Proc. Inst. Civ. Eng., Struct. Build., 134(4), 257–274.
Dhir, R. K., Munday, J. G. L., and Ong, L. T. (1986). “Investigations of the engineering properties of OPC/pulverized-fuel ash concrete: Deformation properties.” Struct. Eng., 64B(2), 36–42.
Gomez-Soberon, J. M. V. (2003). “Relationship between gas absorption and the shrinkage and creep of recycled aggregate concrete.” J. Cem., Concr., Aggregates (ASTM), 25(2), 42–48.
Leng, F., Feng, N., and Lu, X. (2000). “An experimental study on the properties of resistance to diffusion of chloride ions of fly ash and blast furnace slag concrete.” Cem. Concr. Res., 30(6), 989–992.
Mindess, S., Young, J. F., and Darwin, D. (2003). Concrete, 2nd Ed., Prentice-Hall, Upper Saddle River, N.J.
Nehdi, M., Pardlan, M., and Koshowski, S. (2004). “Durability of self-consolidating concrete incorporating high-volume replacement composite cements.” Cem. Concr. Res., 34(11), 2103–2112.
Neville, A. M. (1995). Properties of concrete, 4th Ed., Longman Group, Harlow.
Olorunsogo, F. T., and Padayachee, N. (2002). “Performance of recycled aggregate concrete monitored by durability indexes.” Cem. Concr. Res., 32(2), 179–185.
Otsuki, N., Miyazat, S., and Yodsudjai, W. (2003). “Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration, and carbonation of concrete.” J. Mater. Civ. Eng., 15(5), 443–451.
Poon, C. S., Shui, Z. H., Lam, L., and Kou, S. C. (2004). “Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of hardened concrete.” Cem. Concr. Res., 34(1), 31–36.
Salem, R. M., Burdette, E. G., and Jackson, N. M. (2003). “Resistance to freezing and thawing of recycled aggregate concrete.” ACI Mater. J., 100(3), 216–221.
Tam, V. W. Y., Gao, X. F., and Tam, C. M. (2005). “Microstructural analysis of recycled aggregate produced from two-stage mixing approach.” Cem. Concr. Res., 35(6), 1195–1203.
Tavakoli, M., and Soroushian, P. (1996). “Drying shrinkage behavior of recycled aggregate concrete.” Concr. Int., 18(11), 58–61.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 19Issue 9September 2007
Pages: 709 - 717

History

Received: May 23, 2005
Accepted: Mar 19, 2007
Published online: Sep 1, 2007
Published in print: Sep 2007

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Shin-Che Huang

Authors

Affiliations

Shi Cong Kou
Research Associate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hum Hom, Kowloon, Hong Kong.
Chi Sun Poon [email protected]
Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hum Hom, Kowloon, Hong Kong. E-mail: [email protected]
Research Associate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hum Hom, Kowloon, Hong Kong. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share