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Modification of silt microstructure by hydrocarbon contamination in freezing ground

Published online by Cambridge University Press:  27 October 2009

T. L. White  and
J.-P. Coutard
T. L. White
Affiliation:
Geotechnical Science Laboratories, Carleton University, Ottawa, Ontario K1S 5B6, Canada
J.-P. Coutard
Affiliation:
Centre de Géomorphologie, CNRS, 1400 Caen, France
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Abstract

The thermodynamic conditions within the active layer overlaying perennially frozen ground and in ground subjected to seasonal frost are such that there is continuing translocation of water and ice and the displacement of soil particles. The introduction of an immiscible hydrocarbon contaminant (Arctic diesel fuel) into this dynamic porous medium results in microstructural changes that take place as a function of both cryogenic processes and contaminant concentration. Micromorphological and scanning electron microscope observations combined with image analysis revealed evidence of reorganisation of silt microfabric and changes to intra-particle porosity. The degree of interaggregate porosity increased as a function of increasing concentration of the hydrocarbon contaminant. Intra-particle porosity within individual soil aggregates was observed to decrease as a function of increasing contaminant concentration.

Type
Articles
Information
Polar Record , Volume 35 , Issue 192 , January 1999 , pp. 41 - 50
Copyright
Copyright © Cambridge University Press 1999

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References

Blank, K.R. 1997. Freezing and colloid aggregation. In: International symposium on physics, chemistry and ecology of seasonal frozen soils. Hanover, NH: US Army Cold Regions Research and Engineering Laboratory (CRREL Special Report 97–10): 212–217.Google Scholar
Boldt-Leppin, B.E.J. 1996. Use of organophylic clay in sandbentonite as a barrier to diesel fuel. Canadian Geotechnical Journal J33: 705–719.Google Scholar
Collins, C.M. 1983. Long-term active layer effects of crude oil spills in interior Alaska. In: Proceedings of the 4th international permafrost conference. Washington, DC: National Academy Press: 175–179.Google Scholar
Corte, A.E. 1966. Particle sorting by repeated freezing and thawing. Biuletyn Peryglacjalny 15: 175–240.Google Scholar
Coutard, J.-P., Van Vliet-Lanöe, B., and Auzet, A.V.. 1988. Frost heaving and frost creep on an experimental slope: result for soil structures and sorted stripes. Zeitschrift für Geomorphologie, Supplementband 71: 12–23.Google Scholar
Dagesse, D.F., Grovenvelt, P.H., and Kay, B.D.. 1977. The effect of freezing cycles on water stability of soil aggregates. In: International symposium on physics, chemistry and ecology of seasonal frozen soils. Washington, DC: National Academy Press: 177–181.Google Scholar
Everett, K.R. 1978. Some effects of oil on the physcial and chemical characteristics of wet tundra soils. Arctic 31: 260–276.Google Scholar
Fitzpatrick, E.A. 1984. The morphology of soils. New York: Chapman and Hall.Google Scholar
Gillott, J.E. 1986. Some clay-related problems in engineering geology in North America. Clay Minerals 21: 261–278.Google Scholar
Greshischev, S., Pavlov, A.V., and Poriornarev, V.V.. 1992. Changes in microstructures of fine-grained soils due to freezing. Permafrost and Periglacial Processes 3 (1): 1–10.CrossRefGoogle Scholar
Geotechnical Science Laboratories. 1994. Study of movement of hydrocarbons through freezing and thawing soils (Dew Line Clearings). Final Report to Department of Natural Defence Canada 2: 80–244.Google Scholar
Howes, J.E., and White, T.L. 1991. Glossary of terminology forsoil micromorphology. Ottawa: Geotechnical Science Laboratories, Carleton University.Google Scholar
MacKay, D., Ng, T.W., Shin, W.Y., and Reuben, B.. 1980. The degradation of crude oil in northern soils. Ottawa: Environment Canada (Environmental Studies 18).Google Scholar
Murphy, C.P. 1986.Thin section preparation of soils and sediments. Berkhamsted: AB Academic Publishers.Google Scholar
Pusch, R. 1979. Unfrozen water as a function of clay microstructure. Engineering Geology 13: 157–162.CrossRefGoogle Scholar
Sheldrick, B.H. (editor). 1984. Analytical methods manual. Ottawa: Agriculture Canada, Land Resources Institute.Google Scholar
Van Vliet-Lanöe, B., and Dupas, A.. 1991. Development of soil fabric by freeze–thaw cycles: its effects on frost heave. In: Proceedings of the fifth international symposium on ground freezing. Rotterdam: A.A. Balkema: 189–195.Google Scholar
White, T.L. 1991. Microstructural genesis of a frost-susceptible soil adjacent to a buried chilled pipeline. In: Gas pipelines, oil pipelines and civil engineering in Arctic climates: proceedings of seminar held in Caen and Paris, France. Ottawa: Geotechnical Science Laboratories, Carleton University.Google Scholar
White, T.L. 1992. Cryogenic alteration of a frost susceptible soil. Unpublished MA thesis. Ottawa: Geotechnical Science Laboratories, Carleton University.Google Scholar
White, T.L. 1996. Cryogenic alteration of clay and silt microstructure: implications for geotechnical properties. Unpublished PhD thesis. Ottawa: Geotechnical Science Laboratories, Carleton University.Google Scholar
White, T.L., and Williams, P.J.. 1994. Cryogenic alteration of frost susceptible soils. In: Proceedings of the 7th international symposium on ground freezing. Rotterdam: A.A. Balkema: 17–24.Google Scholar
White, T.L., and Williams, P.J.. 1996. The role of microstructure — geotechnical properties of freezing soils. In: Fifth international symposium on thermal engineering and science for cold regions. Ottawa: 415–426.Google Scholar
Yershov, E.D. 1997. General geocryology. Cambridge: Cambridge University Press.Google Scholar