Technical Papers
Feb 10, 2017

Consolidation Behavior of Compacted Bentonites in the Presence of Heavy Metals

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 21, Issue 3

Abstract

Compacted bentonites are frequently used as a clay liner material at landfill because of their high specific surface area (SSA), high cation exchange capacity (CEC), contaminant adsorption capacity, and low hydraulic conductivity. The heavy-metal contaminants present in the leachates of the wastes affects the pore-fluid chemistry and diffuse double layer (DDL) thickness of the clay particles. The heavy-metal contaminants suppress the DDL thickness of bentonite, resulting in a decrease in its swelling capacity. Consolidation is one of the important behaviors of bentonite, which is required to be investigated for settlement calculation of landfill liner. This investigation was performed to study the effect of different heavy-metal contaminants of varying concentration on the consolidation characteristics of bentonite. Two bentonites with different liquid limit and swelling capacity were studied for change in their various consolidation parameters such as coefficient of volume change (mv), coefficient of consolidation (cv), compression index (Cc), and time requires for the completion of 90% of consolidation (t90) in the presence of zinc, lead, and copper contaminants at a concentration of 100 and 1,000  mg/L. The results showed that the Cc, mv, and t90 of the bentonites decreased, whereas cv increased with the increase in heavy-metal contaminants concentration. Higher-quality bentonite, defined by a higher swelling capacity, exhibited a higher Cc, mv, and t90 than those of the lower-swelling bentonite. The results showed that the cv of the samples decreases and the t90 increases with an increase in consolidation pressure. Because bentonite is widely used as a liner material in landfills, the results of this study may provide a general guideline for estimating the liner performance in the presence of different kinds of contaminants and thus help in choosing the bentonite type for the liner application.

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References

ASTM. (1996). “Standard test method for one-dimensional consolidation properties of soils.” ASTM D2435, West Conshohocken, PA.
ASTM. (2000). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318, West Conshohocken, PA.
ASTM. (2001). “Standard test method for swell index of clay mineral component of geosynthetic clay liners.” ASTM D5890, West Conshohocken, PA.
ASTM. (2002). “Standard test method for particle-size analysis of soils.” ASTM D422-63, West Conshohocken, PA.
ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” ASTM D698, West Conshohocken, PA.
Bohnhoff, G., and Shackelford, C. (2014). “Consolidation behaviour of polymerized bentonite-amended backfills.” J. Geotech. Geoenviron. Eng., .
Bolt, G. H. (1956). “Physico and chemical analysis of the compressibility of pure clays.” Geotechnique, 6(2), 86–93.
Cerato, A. B., and Lutenegger, A. J. (2002). “Determination of surface area of fine-grained soils by the ethylene glycol monoethyl ether (EGME) method.” Geotech. Test. J., 25(3), 315–321.
Chapman, D. L. (1913). “A contribution to the theory of electrocapillarity.” Philos. Mag., 25(148), 475–481.
Du, Y. J., Fan, R. D., Reddy, K. R., Liu, S. Y., and Yang, Y. L. (2015). “Impacts of presence of lead contamination in clayey soil–calcium bentonite cutoff wall backfills.” Appl. Clay Sci., 108, 111–122.
Dutta, J., and Mishra, A. K. (2016). “Consolidation behaviour of bentonite in the presence of salt solution.” Appl. Clay Sci., 120, 61–69.
Gouy, M. (1910). “Sur la constitution de la charge a la surface d’un electrolyte.” J. Phys., 9(1), 457–468 (in French).
Hoornweg, D., and Bhada-Tata, P. (2012). What a waste: A global review of solid waste management, World Bank, Urban Development and Local Government Unit, Washington, DC.
Kanmani, S., and Gandhimathi, R. (2013). “Assessment of heavy metal contamination in soil due to leachate migration from an open dumping site.” Appl. Water Sci., 3(1), 193–205.
Lo, I., Luk, A., and Yang, X. (2004). “Migration of heavy metals in saturated sand and bentonite/soil admixture.” J. Environ. Eng., 906–909.
Ludwig, H. (1979). “A study of some aspects of dispersive clay particle interaction.” Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal.
Mishra, A. K., Ohtsubo, M., Li, L., and Higashi, T. (2011). “Controlling factors of the swelling of various bentonites and their correlations with the hydraulic conductivity of soil-bentonite mixtures.” Appl. Clay Sci., 52(1–2), 78–84.
Mishra, A. K., Ohtsubo, M., Li, L. Y., and Higashi, T. (2010). “Influence of the bentonite on the consolidation behaviour of soil-bentonite mixtures.” Carbonates Evaporites, 25(1), 43–49.
Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, New York.
Nakano, A., Li, L. Y., Ohtsubo, M., and Mishra, A. K. (2008). “Lead retention mechanisms and hydraulic conductivity studies of various bentonites for geoenvironment applications.” Environ. Technol., 29(5), 505–514.
Norrish, K., and Quirk, J. (1954). “Crystalline swelling of montmorillonite; use of electrolyte to control swelling.” Nature, 173, 255–256.
Olson, R. E., and Mesri, G. (1970). “Mechanisms controlling the compressibility of clay.” J. Soil Mech. Found. Div., 96(6), 1863–1878.
Ouhadi, V. R., and Sedighi, M. (2003). “Variation of experimental results of oedometer testing due to the changes of pore fluid.” Deformation characteristics of geomaterials, A.A. Balkema, Rotterdam, Netherlands, 299–304.
Ouhadi, V. R., Yong, R. N., and Sedighi, M. (2006). “Influence of heavy metal contaminants at variable pH regimes on rheological behaviour of bentonite.” Appl. Clay Sci., 32(3–4), 217–231.
Pratt, M. (1965). “Potassium and sodium.” Methods of soil analysis, C. A. Black, ed., American Society of Agronomy, Madison, WI, 1022–1234.
Prudent, P., Domeizel, M., and Massiani, C. (1996). “Chemical sequential extraction as a decision-making tool: Application to municipal solid waste and its individual constituents.” Sci. Total Environ., 178(1–3), 55–61.
Qian, X., Koerner, R. M., and Gray, D. H. (2002). Geotechnical aspects of landfill design and construction, Prentice Hall, Upper Saddle River, NJ.
Robinson, R. G., and Allam, M. M. (1998). “Effect of clay mineralogy on coefficient of consolidation.” Clays Clay Miner., 46(5), 596–600.
Rowe, R. K., Quigley, R. M., and Booker, J. R. (1995). Clayey barrier systems for waste disposal facilities, Chapman & Hall, London.
Sridharan, A., and Jayadeva, M. S. (1982). “Double layer theory and compressibility of clays.” Geotechnique, 32(2), 133–144.
Sridharan, A., and Rao, G. V. (1973). “Mechanisms controlling volume change of saturated clays and the role of the effective stress concept.” Geotechnique, 23(3), 359–382.
Taylor, D. W. (1942). Research on consolidation of clays, Dept. of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA.
Taylor, D. W. (1948). Fundamentals of soil mechanics, Wiley, New York.
van Olphen, H. (1977). An introduction to clay colloid chemistry, 2nd Ed., Wiley, New York.
Yong, R. N., and Warkentin, B. P. (1975). Soil properties and behaviour, Elsevier, New York.

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Published In

Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 21Issue 3July 2017

History

Received: Jul 29, 2016
Accepted: Nov 17, 2016
Published online: Feb 10, 2017
Published in print: Jul 1, 2017
Discussion open until: Jul 10, 2017

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Authors

Affiliations

Jagori Dutta [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati 781039, India. E-mail: [email protected]
Anil Kumar Mishra, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati 781039, India (corresponding author). E-mail: [email protected]

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