TECHNICAL PAPERS
Nov 15, 2002

Polymer Concrete Using Coal Fly Ash

Publication: Journal of Energy Engineering
Volume 128, Issue 3

Abstract

The disposal of coal combustion byproducts wastes has been a pressing issue during the past few decades. In parallel, the formulation of high-performance materials that are stronger and more durable than conventional cement-based materials has emerged as an issue of considerable importance in the construction industry. This paper shows that it is possible to utilize fly ash, a byproduct of coal burning, to produce a high-performance material at a potentially lower cost and without compromising its structural integrity. The high-performance material reported in this study is polymer concrete (PC) made with fly-ash fillers. The PC is investigated for its compressive strength, flexural strength, creep deformation, and bond strength of PC overlay on portland cement concrete under thermal cycling. The use of fly ash as an aggregate in PC is very promising because it enhances the physical properties of the material and particularly its compressive and flexural strength. PC using fly ash could be used as an overlay in pavement, bridges, and runways or in precast applications such as utility, transportation, and hydraulic components.

Get full access to this article

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

References

Alkonis, J. J., Macknight, W. J., and Shen, M. (1972). Introduction to polymer viscoelasticity, Wiley, New York.
American Concrete Institute (ACI). (1997). “Guide for the use of polymers in concrete” ACI 548.1R-97, Detroit.
Al-Negheimish, A. (1988). “Bond strength, long term performance and temperature induced stresses in polymer concrete-portland cement concrete composite members.” PhD dissertation, The Univ. of Texas, Austin, Tex.
Ayyar, R. S., and Deshpande, S. N. (1981). “Creep studies of polymer mortar.” Proc. of the Third Int. Congress on Polymer Concrete, 504–523.
Dharmarajan, N., and Armeniades, C. D. (1987). “Creep studies of polyester polymer concrete under flexural loading.” American Concrete Institute Special Publication 99-2, 17–30.
Energy Information Administration. (2000). U.S. Department of Energy, Washington, D.C.
Hristova, J., and Bares, R. A. (1987). “Relation between creep and performance of PC.” Proc. Fifth Int. Congress on Polymer Concrete, 99–102.
Hsu, M., and Fowler, D. W. (1985). “Creep and fatigue of polymer concrete.” American Concrete Institute Special Publication 89, 323–341.
Kyriacou, K. C. (1991). “Accelerated compression and flexural creep testing of polymer concrete.” PhD dissertation, The Univ. of Texas, Austin, Tex.
Mani, P. (1983). “Some studies on the development and properties of polyester resin-based polymer concrete.” PhD dissertation, Indian Institute of Technology, Delhi, India.
Moore, G. R., and Kline, D. E. (1984). Properties and processing of polymers for engineers, Prentice-Hall, Englewood Cliffs, N.J.
Ohama, Y., Demura, K., and Komiyama, M. (1979). “Properties of polyester resin concrete with various styrene contents.” Proc. 22nd Japan Congress on Materials Research, The Society of Materials Science, Japan, 360–363.
Ohama, Y., Kawakami, M., and Fukuzawa, F. (1997). Polymers in concrete, E & FN Spon, London, 2–6.
Rebeiz, K. S., Fowler, D. W., and Paul, D. R.(1993). “Recycling plastics in polymer concrete for construction applications.” J. Mater. Civ. Eng., 5(2), 237–248.
U.S. Environmental Protection Agency (USEPA). (1993). “Final regulatory determination on four large-volume wastes from the combustion of coal by electric utility power plants.” Federal Register, 58 (Aug. 9).
U.S. Environmental Protection Agency (USEPA). (1998). “Wastes from the combustion of coal by electric utility power plants.” EPA/530-SW-88-002, Office of Solid Waste and Emergency Response, Washington, D.C.

Information & Authors

Information

Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 128Issue 3December 2002
Pages: 62 - 73

History

Received: Jun 20, 2002
Accepted: Jun 20, 2002
Published online: Nov 15, 2002
Published in print: Dec 2002

Permissions

Request permissions for this article.

Authors

Affiliations

K. S. Rebeiz, M.ASCE
American University of Beirut, Beirut, Lebanon.
A. P. Craft
Univ. of Hartford/Hartford College for Women, West Hartford, CT 06117.

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