Technical Notes
Mar 28, 2018

Physical–Mineralogical–Chemical Characterization of Carbide Lime: An Environment-Friendly Chemical Additive for Soil Stabilization

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 6

Abstract

Increased use of industrial residues for soil stabilization is a necessary practice for sustainable geotechnics. The present study investigates carbide lime, the residue resulting from the production of acetylene gas, for its potential use as a substitute for commercial lime in soil stabilization. Carbide lime obtained from a plant in southern Brazil was characterized for its physical properties and morphology based on grain size distribution, specific surface area, scanning electron microscopy and energy dispersive X-ray spectroscopy, mineralogy based on X-ray diffraction analysis and thermogravimetric analysis, and chemical composition by X-ray fluorescence spectrometry and wet chemical analysis. The total and leachable toxic heavy metals concentrations were also determined by the U.S. EPA acid digestion and ASTM water shaking standard procedures. The improvement in mechanical behavior with an increase in the carbide content and curing period was demonstrated by increased unconfined compressive strength. Carbide lime consists predominantly of portlandite [Ca(OH)2] mineral and possesses characteristics similar to commercial lime, and is also nonhazardous. Overall, results from this study show that carbide lime possesses excellent physical, mineralogical, and chemical characteristics and is environmentally benign for use as an alternate low-cost, effective amendment for soil stabilization.

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Acknowledgments

The authors are grateful to FAPERGS/CNPq 12/2014–PRONEX (Grant No. 16/2551-0000469-2) for financial support. The first author is thankful to CNPq for the fellowship that allowed him to conduct part of this study at the University of Illinois at Chicago.

References

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 6June 2018

History

Received: Mar 19, 2017
Accepted: Nov 20, 2017
Published online: Mar 28, 2018
Published in print: Jun 1, 2018
Discussion open until: Aug 28, 2018

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Authors

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Rodrigo Beck Saldanha [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Universidade Federal do Rio Grande do Sul, Paulo Gama Ave., RS 90040, Porto Alegre, Brazil; Visiting Scholar, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, Chicago, IL 60607. E-mail: [email protected]
Hugo Carlos Scheuermann Filho [email protected]
M.Sc. Student, Dept. of Civil Engineering, Universidade Federal do Rio Grande do Sul, Paulo Gama Ave., RS 90040, Porto Alegre, Brazil. E-mail: [email protected]
José Eduardo Corrêa Mallmann [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Universidade Federal do Rio Grande do Sul, Paulo Gama Ave., RS 90040, Porto Alegre, Brazil. E-mail: [email protected]
Nilo Cesar Consoli [email protected]
Professor, Dept. of Civil Engineering, Universidade Federal do Rio Grande do Sul, Paulo Gama Ave., RS 90040, Porto Alegre, Brazil (corresponding author). E-mail: [email protected]
Krishna R. Reddy, F.ASCE [email protected]
Professor, Dept. of Civil and Materials Engineering, Univ. of Illinois at Chicago, 842 West Taylor St., Chicago, IL 60607. E-mail: [email protected]

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