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Thermal Properties of Consolidated Granular Salt as a Backfill Material

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Abstract

Granular salt has been proposed as backfill material in drifts and shafts of a nuclear waste disposal facility where it will serve to conduct heat away from the waste to the host rock. Creep closure of excavations in rock salt will consolidate (reduce the porosity of) the granular salt. This study involved measuring the thermal conductivity and specific heat of granular salt as a function of porosity and temperature to aid in understanding how thermal properties will change during granular salt consolidation accomplished at pressures and temperatures consistent with a nuclear waste disposal facility. Thermal properties of samples from laboratory-consolidated granular salt and in situ consolidated granular salt were measured using a transient plane source method at temperatures ranging from 50 to 250 °C. Additional measurements were taken on a single crystal of halite and dilated polycrystalline rock salt. Thermal conductivity of granular salt decreased with increases in temperature and porosity. Specific heat of granular salt at lower temperatures decreased with increasing porosity. At higher temperatures, porosity dependence was not apparent. The thermal conductivity and specific heat data were fit to empirical models and compared with results presented in the literature. At comparable densities, the thermal conductivities of granular salt samples consolidated hydrostatically in this study were greater than those measured previously on samples formed by quasi-static pressing. Petrographic studies of the consolidated salt indicate that the consolidation method influenced the nature of the porosity; these observations are used to explain the variation of measured thermal conductivities between the two consolidation methods. Thermal conductivity of dilated polycrystalline salt was lower than consolidated salt at comparable porosities. The pervasive crack network along grain boundaries in dilated salt impedes heat flow and results in a lower thermal conductivity compared to hydrostatically consolidated salt.

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Acknowledgements

Funding was provided through the Department of Energy’s Nuclear Energy University Program (Grant DE-NE0000733). Sandia National Laboratories is a multi-programme laboratory managed and operated by Sandia Corporation, a wholly owned subsidiary of Lockheed Martin Corporation, for the US Department of Energy’s National Nuclear Security Administration under Contract DE-AC04-94AL85000.

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Authors and Affiliations

  1. Department of Civil Engineering, University of New Mexico, Albuquerque, NM, 87131, USA

    Laxmi P. Paneru & John C. Stormont

  2. Geomechanics Department, Sandia National Laboratories, P.O. Box 5800, Albuquerque, NM, 87185-1033, USA

    Stephen J. Bauer

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  1. Laxmi P. Paneru
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  2. Stephen J. Bauer
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  3. John C. Stormont
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Correspondence to John C. Stormont.

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Paneru, L.P., Bauer, S.J. & Stormont, J.C. Thermal Properties of Consolidated Granular Salt as a Backfill Material. Rock Mech Rock Eng 51, 911–923 (2018). https://doi.org/10.1007/s00603-017-1353-5

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  • DOI: https://doi.org/10.1007/s00603-017-1353-5

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