Technical Notes
May 30, 2018

Consolidation Characteristics of Sand–Bentonite Mixtures and the Influence of Sand Particle Size

Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 22, Issue 4

Abstract

Hydromechanical characteristics of sand–bentonite mixtures, which are generally used as geotechnical barriers, are a well-documented research interest. Because bentonite is a relatively costly material, most of the research has been focused on the influence of bentonite on the various engineering characteristics of sand–bentonite mixtures. Most studies have indicated that sand is the major component in these mixtures. While guidelines regarding the design of sand to be used in a sand–bentonite mixture are not readily available, does sand particle size really influence the engineering behavior of a sand–bentonite mixture and, if it does, to what extent is it still a matter of ambiguity? The current study is an attempt to understand the influence of sand particle size on the consolidation characteristics of sand–bentonite mixtures. Fine sand–bentonite and medium sand–bentonite mixes were prepared with sand content ranging from 50 to 90% by dry weight and tested for consolidation characteristics. The results showed that sand particle size has a significance influence on the consolidation behavior of sand–bentonite mixtures. A comparison between the two sand types for any mixtures showed that the mixture with medium sand possessed a higher coefficient of volume change, a lower coefficient of consolidation, and the lowest time to complete 90% of consolidation (t90) at any given pressure and proportion of bentonite. In addition to the sand particle size, the proportion and swelling tendency of the bentonite also exhibited a major influence on the consolidation behavior.

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References

Abeele, W. V. 1986. “The influence of bentonite on the permeability of sandy silts.” Nucl. Chem. Waste Manage. 6 (1): 81–88. https://doi.org/10.1016/0191-815X(86)90091-4.
Alther, G. R. 2004. “Some practical observation on the use of bentonite.” Environ. Eng. Geosci. 10 (4): 347–359. https://doi.org/10.2113/10.4.347.
Ameta, N. K., and A. S. Wayal. 2008. “Effect of bentonite on permeability of dune sand.” Electron. J. Geotech. Eng. 13: 1–7.
Bolt, G. H. 1956. “Physico-chemical analysis of the compressibility of pure clays.” Géotechnique 6 (2): 86–93. https://doi.org/10.1680/geot.1956.6.2.86.
Borgesson, L., L. E. Johannesson, and D. Gunnarsson. 2003. “Influence of soil structure heterogeneities on the behaviour of backfill materials based on mixtures of bentonite and crushed rock.” Appl. Clay Sci. 23 (1–4): 121–131. https://doi.org/10.1016/S0169-1317(03)00094-2.
Chalermyanont, T., and S. Arrykul. 2005. “Compacted sand-bentonite mixtures for hydraulic containment liners.” Songklanakarin J. Sci. Technol. 27 (2): 313–323.
Collins, K., and A. McGown. 1974. “The form and function of microfabric features in a variety of natural soils.” Géotechnique 24 (2): 223–254. https://doi.org/10.1680/geot.1974.24.2.223.
Daniel, D. E. 1984. “Predicting hydraulic conductivity of clay liners.” J. Geotech. Eng. 110 (4): 465–478. https://doi.org/10.1061/(ASCE)0733-9410(1984)110:2(285).
Daniel, D. E., and C. H. Benson. 1990. “Water content–density criteria for compacted soil liners.” J. Geotech. Eng. 116 (12): 1811–1830. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:12(1811).
De Jong, E., and B. P. Warkentin. 1965. “Shrinkage of soil samples with varying clay concentration.” Can. Geotech. J. 2 (1): 16–22. https://doi.org/10.1139/t65-002.
Dixon, D. A., M. N. Gray, and A. W. Thomas. 1985. “A study of the compaction properties of potential clay-sand buffer mixtures for use in nuclear fuel waste disposal.” Eng. Geol. 21 (3–4): 247–255. https://doi.org/10.1016/0013-7952(85)90015-8.
Dutta, J., and A. K. Mishra. 2016. “Consolidation behaviour of bentonites in the presence of salt solutions.” Appl. Clay Sci. 120: 61–69. https://doi.org/10.1016/j.clay.2015.12.001.
Elsbury, B. R., D. E. Daniel, G. A. Sraders, and D. C. Anderson. 1990. “Lessons learned from compacted clay liner.” J. Geotech. Eng. 116 (11): 1641–1660. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:11(1641).
Graham, J., F. Saadat, M. N. Gray, D. A. Dixon, and Q. Y. Zhang. 1989. “Strength and volume change behaviour of a sand–bentonite mixture.” Can. Geotech. J. 26 (2): 292–305. https://doi.org/10.1139/t89-038.
Hardin, B. O. 1985. “Crushing of soil particles.” J. Geotech. Eng. 111 (10): 1177–1192. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:10(1177).
Kenney, T. C. 1968. “A review of recent research on strength and consolidation of soft sensitive clays.” Can. Geotech. J. 5 (2): 97–119. https://doi.org/10.1139/t68-009.
Kenney, T. C., W. A. Van Veen, M. A. Swallow, and M. A. Sungaila. 1992. “Hydraulic conductivity of compacted bentonite-sand mixtures.” Can. Geotech. J. 29 (3): 364–374. https://doi.org/10.1139/t92-042.
Komine, H. 2004. “Simplified evaluation on hydraulic conductivities of sand–bentonite mixture backfill.” Appl. Clay Sci. 26 (1–4): 13–19. https://doi.org/10.1016/j.clay.2003.09.006.
Komine, H., and N. Ogata. 1999. “Experimental study on swelling characteristics of sand-bentonite mixture for nuclear waste disposal.” Soils Found. 39 (2): 83–97. https://doi.org/10.3208/sandf.39.2_83.
Madsen, F. T., and J. K. Mitchell. 1989. “Chemical effects on clay farbric and hydraulic conductivity.” In Vol. 20 of The landfill: Lecture notes in earth sciences, edited by Peter Baccini, 201–251. Berlin, Germany: Springer.
Mishra, A. K., S. Dhawan, and S. M. Rao. 2008. “Analysis of swelling and shrinkage behavior of compacted clays.” Geotech. Geol. Eng. 26 (3): 289–298. https://doi.org/10.1007/s10706-007-9165-0.
Mishra, A. K., M. Ohtsubo, L. Y. Li, and T. Higashi. 2010. “Influence of the bentonite on the consolidation behaviour of soil–bentonite mixtures.” Carbonates Evaporites 25 (1): 43–49. https://doi.org/10.1007/s13146-010-0006-5.
Mitchell, J. K., and K. Soga. 2005. Fundamentals of soil behavior. 3rd ed. Hoboken, NJ: Wiley.
Polidori, E. 2007. “Relationship between the Atterberg limits and clay content.” Soils Found. 47 (5): 887–896. https://doi.org/10.3208/sandf.47.887.
Ranganatham, B. V. 1961. “Soil structure and consolidation characteristics of black cotton clay.” Géotechnique 11 (4): 333–338. https://doi.org/10.1680/geot.1961.11.4.333.
Sivapullaiah, P. V., and A. Sridharan. 1985. “Liquid limit of soil mixtures.” Geotech. Test. J. 8 (3): 111–116. https://doi.org/10.1520/GTJ10521J.
Sivapullaiah, P. V., A. Sridharan, and V. K. Stalin. 2000. “Hydraulic conductivity of bentonite-sand mixtures.” Can. Geotech. J. 37 (2): 406–413. https://doi.org/10.1139/t99-120.
Sridharan, A., and Y. Gurtug. 2005. “Compressibility characteristics of soils.” Geotech. Geol. Eng. 23 (5): 615–634. https://doi.org/10.1007/s10706-004-9112-2.
Sridharan, A., and G. V. Rao. 1973. “Mechanisms controlling volume change of saturated clays and the role of the effective stress concept.” Geotechnique 23 (3): 359–382. https://doi.org/10.1680/geot.1973.23.3.359.
Srikanth, V., and A. K. Mishra. 2016. “A laboratory study on the geotechnical characteristics of sand–bentonite mixtures and the role of particle size of sand.” Int. J. Geosynthetics Ground Eng. 2 (3): 1–10. https://doi.org/10.1007/s40891-015-0043-1.
Studds, P. G., D. I. Stewart, and T. W. Cousens. 1998. “The effects of salt solutions on the properties of bentonite-sand mixtures.” Clay Miner. 33 (4): 651–660. https://doi.org/10.1180/claymin.1998.033.4.12.
Taylor, D. W. 1948. Fundamentals of soil mechanics. New York, NY: John Wiley and Sons.
USEPA (United States Environmental Protection Agency). 1988. Design, construction, and evaluation of clay liners for waste management facilities. Rep. No. Washington, DC: USEPA.

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Go to Journal of Hazardous, Toxic, and Radioactive Waste
Journal of Hazardous, Toxic, and Radioactive Waste
Volume 22Issue 4October 2018

History

Received: Nov 1, 2017
Accepted: Feb 7, 2018
Published online: May 30, 2018
Published in print: Oct 1, 2018
Discussion open until: Oct 30, 2018

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Authors

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Srikanth Vadlamudi [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati, Assam 781039, India. Email: [email protected]
Anil Kumar Mishra, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati, Assam 781039, India (corresponding author). Email: [email protected]

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