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Chapter
Apr 26, 2012

Column Expansion Testing of Chromium Tailings Subgrade Fills

Publication: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support

Abstract

Chromium ore tailings used as fill material beneath pavements can expand significantly under specific site conditions. However, it has been difficult in the past to simulate this behavior reliably in the laboratory. Column expansion tests in an enriched carbon dioxide environment are found to reproduce expansion and induration of the chromium tailings material similar to that observed in the field. Results demonstrate that expansion pressure and degree of induration as quantified by unconfined compressive strength vary significantly with groundwater pH.

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Go to Contemporary Topics in Ground Modification, Problem Soils, and
                Geo-Support
Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support
Pages: 542 - 549

History

Published online: Apr 26, 2012

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Authors

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Charles W. Schwartz [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, University of Maryland, 0147C Martin Hall, College Park, MD 20742. E-mail: [email protected]
Ann G. Wylie [email protected]
Professor, Department of Geology, University of Maryland, 1100 Main Administration Building, College Park, MD 20742. E-mail: [email protected]
Allen P. Davis [email protected]
Professor, Dept. of Civil and Environmental Engineering, University of Maryland, 1151 Martin Hall, College Park, MD 20742. E-mail: [email protected]
Bruce R. James [email protected]
Professor, Dept. of Environmental Science and Technology and Director, Environmental Science and Program, University of Maryland, 0220 Symons Hall, College Park, MD 20742. E-mail: [email protected]

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