TECHNICAL PAPERS
May 15, 2009

Construction of an Embankment with a Fly and Bottom Ash Mixture: Field Performance Study

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 6

Abstract

Fly ash and bottom ash are coal combustion by-products (CCBPs) that are generated in large quantities throughout the world. It is often economical to dispose ash as mixtures rather than separately; that notwithstanding, only a few studies have been performed to investigate the behavior of fly and bottom ash mixtures, particularly those with high contents of fly ash. Also, there is very limited data available in the literature on the field performance of structures constructed using ash mixtures. This paper describes the construction and the instrumentation of a demonstration embankment built with an ash mixture (60:40 by weight of fly ash:bottom ash) on State Road 641, Terre Haute, Ind. Monitoring of the demonstration embankment was conducted for a period of 1year from the start of construction of the embankment. The settlement of the embankment stabilized approximately 5months after the end of its construction. According to horizontal inclinometer readings, the differential settlement at the top of the embankment is about 5mm . Results from field quality control tests performed during construction of the demonstration embankment and monitoring data from vertical and horizontal inclinometers and settlement plates indicate that the ash mixture investigated can be considered an acceptable embankment construction material.

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Acknowledgments

This work was supported by the Joint Transportation Research Program administered by the Indiana Department of Transportation and Purdue University, Cinergy Co., Vectren Co., and the Indiana Department of Commerce. The contents of this paper reflect the views of the writers, who are responsible for the facts and the accuracy of the data presented herein. The contents neither necessarily reflect the official views or policies of the Federal Highway Administration and the Indiana Department of Transportation, nor do the contents constitute a standard, specification, or regulation. The writers are thankful to Howard Lewis for his support during this project. The writers appreciate the help of John Carpenter and Nelson Brown of INDOT with the field monitoring work.

References

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Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 6June 2009
Pages: 271 - 278

History

Received: Dec 27, 2007
Accepted: Nov 25, 2008
Published online: May 15, 2009
Published in print: Jun 2009

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Notes

Note. Associate Editor: Anand J. Puppala

Authors

Affiliations

Sungmin Yoon, Ph.D. [email protected]
Research Associate, Louisiana Transportation Research Center, Baton Rouge, LA 70808. E-mail: [email protected]
Umashankar Balunaini [email protected]
Doctoral Student, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284. E-mail: [email protected]
Irem Z. Yildirim [email protected]
Doctoral Student, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284. E-mail: [email protected]
Monica Prezzi, Ph.D. [email protected]
Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284. E-mail: [email protected]
Nayyar Z. Siddiki [email protected]
Division of Materials and Tests, Indiana Dept. of Transportation, Indianapolis, IN 46219-038. E-mail: [email protected]

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