Technical Papers
Jan 6, 2016

Leaching Characteristics of Geopolymer Cement Concrete Containing Recycled Concrete Aggregates

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 20, Issue 3

Abstract

In this investigation, the effect of replacing some percentage of natural coarse aggregate with recycled concrete aggregate (RCA) in geopolymer concrete synthesis is studied. The study focuses on the compressive strength and release of elements from the geopolymer concrete samples. The toxicity characteristic leaching procedure (TCLP) was used to determine release of potentially hazardous heavy metals (PHHMs) and other constituents of potential concern (COPCs) from the geopolymer concrete and also to identify if the material should be categorized as either hazardous or nonhazardous. It was found that replacing virgin aggregates with RCA had a small impact on the compressive strength of the concrete, reducing it by a maximum of 34%. As measured by toxicity characteristics leaching procedure (TCLP), release of As was reduced by adding RCA. The leached concentrations of the elements, Ba, Cd, Cr, and Pb were found to be below TCLP regulatory limits.

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Acknowledgments

The authors would like to acknowledge support from Dr. David C. Weggel, Professor of Civil and Environmental Engineering at the University of North Carolina at Charlotte for the RCA materials, and staff at Duke Energy Analytical Laboratory for conducting the chemical analysis for this study.

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Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 20Issue 3July 2016

History

Received: Jul 1, 2015
Accepted: Oct 23, 2015
Published online: Jan 6, 2016
Discussion open until: Jun 6, 2016
Published in print: Jul 1, 2016

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Authors

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O. Sanusi, A.M.ASCE [email protected]
Lecturer, Environmental Science and Studies Program, Spelman College, 350 Spelman Ln., Atlanta, GA 30314. E-mail: [email protected]
B. Tempest, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, 9201 University City Blvd., Charlotte, NC 28223 (corresponding author). E-mail: [email protected]
V. O. Ogunro [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, 9201 University City Blvd., Charlotte, NC 28223. E-mail: [email protected]
J. Gergely, M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, 9201 University City Blvd., Charlotte, NC 28223. E-mail: [email protected]

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