Technical Papers
Oct 27, 2016

Polymer Fouling and Hydraulic Conductivity of Mixtures of Sodium Bentonite and a Bentonite-Polymer Composite

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 4

Abstract

The impact of entraining water-soluble polyacrylate eluted from a bentonite-polyacrylate composite (BPC) in sodium bentonite (Na-bentonite) was evaluated as a means to achieve low hydraulic conductivity to aggressive CaCl2 solutions that reduce interlayer swell in conventional Na-bentonite. Up to 73% of the polymer initially contained within BPC (28.5% polymer by mass) was soluble and elutable polyacrylate. This polymer fouled pores that would typically conduct the bulk of flow in Na-bentonite permeated with aggressive CaCl2 solutions (50  mMCaCl2). Similar fouling was observed with kaolinite and low-plasticity clay combined with BPC, but not fine sand or nonplastic silt combined with BPC. Granular mixtures of Na-bentonite blended with BPC had hydraulic conductivity to 50 mM CaCl2 as much as 1,500 to 6,700 times lower than Na-bentonite alone. Blends of granular Na-bentonite and granular BPC with as little as 1% BPC had hydraulic conductivities lower than BPC alone when permeated with 50 mM CaCl2. However, mixtures of BPC and Na-bentonite did not exhibit low hydraulic conductivity to 500 mM CaCl2 unless the mixture contained at least 90% BPC. The findings suggest Na-bentonite-BPC mixtures have the potential to be tailored to contain specific leachate chemistries. Mixtures of BPC with other clay soils (viz kaolinite, low-plasticity clay) may also be effective in achieving very low hydraulic conductivity with aggressive solutions.

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Acknowledgments

Financial support for this study was provided by the U.S. National Science Foundation (NSF) under Grant No. CMMI-0757815 and from the U.S. Department of Energy’s (DOE) Office of Environmental Management through the Consortium for Risk Evaluation with Stakeholder Participation (CRESP). CETCO provided the bentonite and bentonite-polymer composite used in this study. The findings and recommendations that have been presented are solely those of the authors, and do not necessarily represent the policies or opinions of the sponsor.

References

Ashmawy, A., Darwish, E., Sotelo, N., and Muhammad, N. (2002). “Hydraulic performance of untreated and polymer-treated bentonite in inorganic landfill leachates.” Clays Clay Miner., 50(5), 546–552.
ASTM. (2009). “Standard test method for evaluation of hydraulic properties of geosynthetic clay liners permeated with potentially incompatible aqueous solutions.” ASTM D6766, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for measuring the exchange complex and cation exchange capacity of inorganic fine-grained soils.” ASTM D7503, West Conshohocken, PA.
ASTM. (2010b). “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass.” ASTM D2216, West Conshohocken, PA.
ASTM. (2010c). “Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter.” ASTM D5084, West Conshohocken, PA.
ASTM. (2010d). “Standard test methods for specific gravity of soil solids by water pycnometer.” ASTM D854, West Conshohocken, PA.
ASTM. (2011a). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487, West Conshohocken, PA.
ASTM. (2011b). “Standard specification for reagent water.” ASTM D1193, West Conshohocken, PA.
Bradshaw, S., Benson, C., and Scalia, J. (2013). “Cation exchange during subgrade hydration and effect on hydraulic conductivity of GCLs.” J. Geotech. Geoenviron. Eng., 526–538.
Buchholz, F., and Graham, A. (1998). Modern superabsorbent polymer technology, Wiley, New York.
Deng, Y., Dixon, J., and White, G. (2006). “Bonding between polyacrylamide and smectite.” Colloids Surf., 281(1), 82–91.
Di Emedio, G., Van Impe, W., and Flores, V. (2011). “Advances in geosynthetic clay liners: Polymer enhanced clays.” GeoFrontiers 2011: Advances in Geotechnical Engineering, ASCE, Reston, VA, 1931–1940.
Di Emidio, G., Mazzieri, F., Verastegui-Flores, R., Van Impe, W., and Bezuijen, A. (2015). “Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners.” Geosynthetics Int., 22(1), 125–137.
Di Emidio, G., Van Impe, W., and Mazzieri, F. (2010). “A polymer enhanced clay for impermeable geosynthetic clay liners.” Proc., 6th Int. Conf. on Environmental Geotechnics, International Society for Soil Mechanics and Geotechnical Engineers, New Delhi, India, 963–967.
Grim, R. (1968). Clay mineralogy, 2nd Ed., McGraw-Hill, New York.
Guyonnet, D., Gaucher, E., Gaboriau, H., Pons, C., Clinard, C., Norotte, W., and Didier, G. (2005). “Geosynthetic clay liner interactions with leachate: Correlation between permeability, microstructure, and surface chemistry.” J. Geotech. Geoenviron. Eng., 740–749.
Janssen, J., Di Emidio, G., Verastegui Flores, R., and Bezuigen, A. (2015). “Hydraulic conductivity and swelling pressure of GCLs using polymer treated clays to high concentration CaCl2 solutions.” Proc., XVI European Conf. for Soil Mechanics and Geotechnical Engineering for Infrastructure Development, Institute of Civil Engineers, London, 2687–2692.
Jo, H., Benson, C., and Edil, T. (2004). “Hydraulic conductivity and cation exchange in nonprehydrated and prehydrated bentonite permeated with weak inorganic salt solutions.” Clays Clay Miner., 52(6), 661–679.
Jo, H., Benson, C., and Edil, T. (2006). “Rate-limited cation exchange in thin bentonitic barrier layers.” Can. Geotech. J., 43(4), 370–391.
Jo, H., Benson, C., Shackelford, C., Lee, J., and Edil, T. (2005). “Long-term hydraulic conductivity of a non-prehydrated geosynthetic clay liner permeated with inorganic salt solutions.” J. Geotech. Geoenviron. Eng., 405–417.
Jo, H., Katsumi, T., Benson, C., and Edil, T. (2001). “Hydraulic conductivity and swelling of non-prehydrated GCLs permeated with single species salt solutions.” J. Geotech. Geoenviron. Eng., 557–567.
Katsumi, T., Ishimori, H., Onikata, M., and Fukagawa, R. (2008). “Long-term barrier performance of modified bentonite materials against sodium and calcium permeant solutions.” Geotext. Geomembr., 26(1), 14–30.
Kolstad, D., Benson, C., and Edil, T. (2004a). “Hydraulic conductivity and swell of nonprehydrated GCLs permeated with multi-species inorganic solutions.” J. Geotech. Geoenviron. Eng., 1236–1249.
Kolstad, D., Benson, C., Edil, T., and Jo, H. (2004b). “Hydraulic conductivity of dense prehydrated GCL permeated with aggressive inorganic solutions.” Geosynthetics Int., 11(3), 233–241.
Laird, D. (2006). “Influence of layer charge on swelling of smectites.” Appl. Clay Sci., 34(1–4), 74–87.
Lee, J., and Shackelford, C. (2005). “Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners.” J. Geotech. Geoenviron. Eng., 64–77.
Li, Z., Katsumi, T., Inui, T., and Takai, A. (2013). “Fabric effect on hydraulic conductivity of kaolin under different chemical and biochemical conditions.” Soils Found., 53(5) 680–691.
Lin, L., Katsumi, T., Kamon, M., Benson, C., Onikata, M., and Kondo, M. (2000). “Evaluation of chemical-resistant bentonite for landfill barrier applications.” Kyoto Univ., Kyoto, Japan.
Lyklema, J. (1985). “How polymers adsorb and affect colloid stability, flocculation, sedimentation, and consolidation.” Proc., Engineering Foundation Conf., Sedimentation and Consolidation, United Engineering Trustees, Sea Island, GA, 3–21.
Malusis, M., and Scalia, J. (2007). “Hydraulic conductivity of an activated carbon-amended geosynthetic clay liner.” GeoDenver 2007: New Peaks in Geotechnics, ASCE, Reston, VA, 1–13.
Mazzieri, F., Emidio, G., Van Impe, P. (2010a). “Diffusion of calcium chloride in a modified bentonite: Impact on osmotic efficiency and hydraulic conductivity.” Clays Clay Miner., 58(3), 351–363.
Mazzieri, F., Pasqualini, E., Emidio, G. (2010b). “Migration of heavy metals through conventional and factory-prehydrated GCL materials.” Proc., 6th Int. Conf. on Environmental Geotechnics, International Society for Soil Mechanics and Geotechnical Engineers, New Delhi, India, 963–967.
McBride, M. (1994). Environmental chemistry of soils, Oxford University Press, New York.
Mesri, G., and Olson, R. (1971). “Mechanisms controlling the permeability of clays.” Clay. Clay Miner., 19(3), 151–158.
Mitchell, J. K., and Soga, K. (2005). Fundamentals of soil behavior, 3rd Ed., Wiley, New York.
Norrish, K., and Quirk, J. (1954). “Crystalline swelling of montmorillonite, use of electrolytes to control swelling.” Nature, 173(4397), 255–256.
Onikata, M., Kondo, M., Hayashi, N., and Yamanaka, S. (1999). “Complex formation of cation-exchanged montmorillonites with propylene carbonate: Osmotic swelling in aqueous electrolyte solutions.” Clays Clay Miner., 47(5), 672–677.
Onikata, M., Kondo, M., and Kamon, M. (1996). “Development and characterization of a multiswellable bentonite.” Environmental geotechnics, Taylor and Francis, Rotterdam, Netherlands, 587–590.
Petrov, R., and Rowe, R. (1997). “Geosynthetic clay liner (GCL)—Chemical compatibility by hydraulic conductivity testing and factors impacting its performance.” Can. Geotech. J., 34(6), 863–885.
Scalia, J., and Benson, C. (2010). “Effect of permeant water on the hydraulic conductivity of exhumed GCLs.” Geotech. Test. J., 33(3), 1–11.
Scalia, J., and Benson, C. (2011). “Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers with composite barriers.” J. Geotech. Geoenviron. Eng., 1–13.
Scalia, J., Benson, C., Bohnhoff, G., Edil, T., and Shackelford, C. (2014). “Long-term hydraulic conductivity of a bentonite-polymer composite permeated with aggressive inorganic solutions.” J. Geotech. Geoenviron. Eng., .
Schroeder, C., Monjoie, A., Illing, P., Dosquet, D., and Thorez, J. (2001). “Testing a factory-prehydrated GCL under several conditions.” Proc., Sardinia 2001, 8th Int. Waste Management and Landfill Symp., CISA Environmental Sanitary Engineering Centre, Cagliari, Italy, 187–196.
Shackelford, C., Benson, C., Katsumi, T., Edil, T., and Lin, L. (2000). “Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids.” Geotext. Geomembr., 18(2–3), 133–161.
Shang, J., Lo, K., Quigley, R. (1994). “Quantitative determination of potential distribution in Stern-Guoy double-layer model.” Can. Geotech. J., 31(5), 624–636.
Stumm, W. (1992). Chemistry of the solid-water interface, Wiley, New York.
Stumm, W., and Morgan, J. (1996). Aquatic chemistry, 3rd Ed., Wiley, New York.
Tran, N., Dennis, G., Milev, A., Kannangara, G., Wilson, M., and Lamb, R. (2005). “Interactions of sodium montmorillonite with poly(acrylic acid).” J. Colloid Interface Sci., 290(2), 392–396.
Trauger, R., and Darlington, J. (2000). “Next-generation geosynthetic clay liners for improved durability and performance.”, Colloid Environmental Technologies Company (CETCO), Arlington Heights, IL.
USEPA (U.S. Environmental Protection Agency). (2007). “Method 6010B: Inductively coupled plasma-atomic emission spectrometry, physical/chemical methods SW846.” Office of Solid Waste and Emergency Response, Washington, DC.
Vasko, S., Jo, H., Benson, C., Edil, T., and Katsumi, T. (2001). “Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions.” Geosynthetics 2001, Industrial Fabrics Association International, St. Paul, MN, 685–699.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 4April 2017

History

Received: Nov 2, 2015
Accepted: Aug 2, 2016
Published online: Oct 27, 2016
Discussion open until: Mar 27, 2017
Published in print: Apr 1, 2017

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Authors

Affiliations

Joseph Scalia IV, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]
Craig H. Benson, F.ASCE [email protected]
Dean, School of Engineering and Applied Science, Univ. of Virginia, Charlottesville, VA 22904. E-mail: [email protected]

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