Relationships between Degree of Saturation, Total Suction, and Electrical and Thermal Resistivity of Highly Compacted Bentonite
Publication: Journal of Hazardous, Toxic, and Radioactive Waste
Volume 22, Issue 2
Abstract
Bentonite clay is a component of an engineered barrier system that is highly compacted around nuclear waste bundles in deep geological repositories (DGR). The bentonite is subject to both thermal and hydraulic gradients that may cause the barrier system to fail, compromising the stability of the deep geological repository. Regularly monitoring and assessing the condition of the highly compacted bentonite (HCB) is key to the long-term safe storage of nuclear waste bundles. The degree of saturation of the bentonite is the most critical parameter considered when assessing the performance of the material. The thermal and electrical resistivities of highly compacted bentonite samples were measured and a relationship was developed between the resistivities and the degree of saturation of the material. In addition, this study presented a relationship between total suction and electrical resistivity.
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Acknowledgments
The first author is grateful to Jonah Schwab, an undergraduate research student for his support in the lab during testing. The corresponding author would like to acknowledge the funding support from the Natural Sciences and Engineering Research Council of Canada (NSERC)/Discovery Grants Program (Grant No. 62R09724) for this research.
References
Abu-Hassanein, Z. S., Benson, C. H., and Blotz, L. R. (1996). “Electrical resistivity of compacted clays.” Int. J. Geotech. Eng., 397–406.
Arulanandan, K., and Smith, S. S. (1973). “Electrical dispersion in relation to soil structure.” J. Soil Mech. Found. Div., 99(2), 1113–1133.
Blatz, J., Anderson, D. E., and Siemens, G. (2007). “Evaluation of the transitional inelastic behaviour of unsaturated clay-sand mixtures.” Can. Geotech. J., 44(4), 436–446.
Carslaw, H. S., and Jaeger, J. C. (1959). Conduction of heat in solids, 2nd Ed., Clarendon Press, Oxford.
Decagon Devices. (2006). “KD2 thermal properties analyzer—User's manual version 1.7.” Pullman, WA.
Erzin, Y., Rao, B. H., Patel, A., Gumaste, S. D., and Singh, D. N. (2010). “Artificial neural network models for predicting electrical resistivity of soils from their thermal resistivity.” Int. J. Therm. Sci., 49(1), 118–130.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soil, Wiley, New York.
Hamed, J., Acar, Y. B., and Gale, R. J. (1991). “Pb (II) removal from kaolinite by electrokinetics.” J. Geotech. Eng., 241–271.
Kaufhold, S., Dohrmann, R., Klinkenberg, M., and Noell, U. (2015). “Electrical conductivity of bentonites.” Appl. Clay Sci., 114, 375–385.
NWMO (Nuclear Waste Management Organization). (2012). “Development of a monitoring program for a deep geological repository for used nuclear fuel.”, Toronto.
NWMO (Nuclear Waste Management Organization). (2016). “Deep geological repository conceptual design report crystalline/sedimentary rock environment.”, Toronto.
Rinaldi, V. A., and Cuestas, G. A. (2002). “Ohmic conductivity of a compacted silty clay.” J. Geotech. Geoenviron. Eng., 824–835.
Sarkar, G., and Siddiqua, S. (2016a). “Effect of fluid chemistry on the microstructure of light backfill: An X-ray CT investigation.” Eng. Geol., 202, 153–162.
Sarkar, G., and Siddiqua, S. (2016b). “Preliminary studies of hydraulic and mechanical behavior of nanoparticle-based light backfill exposed to pore fluid salinity.” J. Hazard. Toxic Radioactive Waste, 1–8.
Siddiqua, S., Blatz, J., and Siemens, G. (2011a). “Evaluation of the impact of pore fluid chemistry on the hydromechanical behaviour of clay-based sealing materials.” Can. Geotech. J., 48(2), 199–213.
Siddiqua, S., Blatz, J., and Siemens, G. (2011b). “Experimental study on the performance of light and dense backfills.” Can. Geotech. J., 48(2), 214–225.
Siddiqua, S., Siemens, G., Blatz, J., Man, A., and Lim, B. F. (2014). “Influence of pore fluid chemistry on the mechanical properties of clay-based materials.” Geotech. Geol. Eng., 32(4), 1029–1042.
Singh, D. N., Kuriyan, S. J., and Manthena, K. C. (2001). “A generalised relationship between soil electrical and thermal resistivities.” Exp. Therm. Fluid Sci., 25(3), 175–181.
Sreedeep, S., Reshma, A. C., and Singh, D. N. (2005). “Generalized relationship for determining soil electrical resistivity from its thermal resistivity.” Exp. Therm. Fluid Sci., 29(2), 217–226.
Tabiatnejad, B., Siddiqua, S., and Siemens, G. (2016). “Impact of pore fluid salinity on the mechanical behavior of unsaturated bentonite-sand mixture.” Environ. Earth Sci., 75(22), 1434.
Villar, M. V. (2005). “MX-80 bentonite. Thermo-hydro-mechanical characterisation performed at CIEMAT in the context of the Prototype Project.” Informes Técnicos CIEMAT, 1053, 39.
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©2017 American Society of Civil Engineers.
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Received: Apr 13, 2017
Accepted: Jul 7, 2017
Published online: Nov 23, 2017
Published in print: Apr 1, 2018
Discussion open until: Apr 23, 2018
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