Hostname: page-component-586b7cd67f-dlnhk Total loading time: 0 Render date: 2024-11-29T14:02:34.541Z Has data issue: false hasContentIssue false

An examination of rapid, centrifuge physical modeling studies of contaminant movement in freezing soil

Published online by Cambridge University Press:  27 October 2009

Deborah J. Goodings
Affiliation:
Department of Civil Engineering, University of Maryland, College Park, MD 20742, USA

Abstract

This paper reviews the complex factors interacting in the movement of contaminants in soil subject to seasonal freezing. This includes those relevant to the soil itself, the contaminant itself, and environmental factors, all of which must be understood for prediction and effective design of remediation. Numerical modelers, as well as laboratory researchers examining behavior of small elements of the soil system, require reliable information on the range of full-scale system responses, but it is not feasible to acquire this by full-scale tests. Even field workers benefit from this information in planning data collection. Small physical models of contaminants moving through soil have routinely been limited in their usefulness because of differences in model fluid pressures and soil stresses, compared to full-scale conditions. However, small-scale centrifuge modeling presents the opportunity to produce correct and rapid physical simulation of full-scale system response using field soil and real contaminants, under the range of different boundary conditions. This paper discusses the existing recent centrifuge modeling work that supports the thesis that the technique can be applied to understanding and analyzing this complex problem. Five studies are reviewed: one on simulation of soil freezing effects in the absence of contaminants; three on the simulation of contaminant movement through saturated and unsaturated unfrozen soil, and heat transport effects through the fluid phase of unfrozen soils; and one that simulates the combination of contaminant movement in freezing soil.

Type
Articles
Copyright
Copyright © Cambridge University Press 1999

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Abu-Hassanein, Z.S. 1997. A study of DNAPL infiltration in saturated porous media: similitude analysis and centrifuge simulations. Unpublished PhD dissertation. Pittsburgh: Carnegie Mellon University.Google Scholar
Abu-Hassanein, Z.S., Riemer, M.F., and Pantizidou, M.. 1998. Infiltration of high viscosity low density DNAPLs in saturated porous media. In: Kimura, T., Kusakabe, O., and Takemura, J. (editors). Proceedings of the International Conference on Geotechnical Centrifuge Modelling, Tokyo, Japan. Rotterdam: A.A. Balkema: 1 (1): 595600.Google Scholar
Bear, J. 1979. Hydraulics of groundwater. New York: McGraw Hill.Google Scholar
Bear, J., and Verruijt, A.. 1987. Modelling groundwater flow and pollution. Dordecht: D. Reidel.CrossRefGoogle Scholar
Bolton, M.D., and Lau, C.K.. 1988. Scale effects arising from particle size. In: Corté, J.-F.Proceedings of the International Conference on Geotechnical Centrifuge Modelling, Paris. Rotterdam: A.A. Balkema: 127131.Google Scholar
Culligan-Hensley, P., and Savvidou, C.. 1995. Environmental geomechanics and transport process. In: Taylor, R.N. (editor). Geotechnical centrifuge technology. London: Blackie Academic: 196263.Google Scholar
Doshi, D. 1989. Modelling vertical migration of non-aqueous phase liquid waste in unsaturated soils. Unpublished PhD dissertation. Baton Rouge: Louisiana State University.Google Scholar
Elder, J.W. 1967. Transient convection in a porous medium. Journal of Fluid Mechanics 27 (3): 609623.CrossRefGoogle Scholar
Erchov, E.D., Chuvilin, E.M., Smirnova, O.G., and Naletova, N.S.. 1997. Interaction of oil with frozen soils. In: Knutsson, S. (editor). Proceedings of the Eighth International Symposium on Ground Freezing. Rotterdam: A.A. Balkema: 381384.Google Scholar
Goodings, D.J. 1994. Implications of changes in seepage flow regimes for centrifuge models. In: Leung, C.F., Lee, F.H., and Tan, T.S. (editor). Proceedings of Centrifuge '94. Rotterdam: A.A. Balkema: 393398.Google Scholar
Goodings, D.J., and Gillette, D.. 1996. Model size effects in centrifuge models of granular slope instability. ASTM Geotechnical Testing Journal 19 (3): 277285.CrossRefGoogle Scholar
Guymon, G.L., Berg, R.L, and Hromadka, T.V.. 1993. Mathematical model of frost heave and thaw settlement in pavements. Hanover, NH: US Army Cold Regions Research and Engineering Laboratory (CRREL Special Report 93–2).Google Scholar
Han, S.J., Goodings, D.J., Torrents, A., Zeinali, M., and Robinson, J.. 1998. A contaminant released in freezing ground. In: Kimura, T., Kusakabe, O., and Takemura, J. (editors). Proceedings of the International Conference on Geotechnical Centrifuge Modelling, Tokyo, Japan. Rotterdam: A.A. Balkema: 1 (1): 601606.Google Scholar
Illangakasare, T.H., Znidarcic, D., Al-Sheridda, M., and Reible, D.D.. 1991. Multiphase flow in porous media. In: Ko, H.-Y., and McLean, F.G.. Proceedings of the International Conference on Geotechnical Centrifuge Modelling, Boulder, CO. Rotterdam: A.A. Balkema: 517523.Google Scholar
Jessberger, H.L. 1989. Opening address. In: Jones, R.H., and Holden, T.T. (editors). Proceedings of the Fifth International Symposium on Ground Freezing. Rotterdam: A.A. Balkema: 3744.Google Scholar
Ketcham, S.A., Black, P.B., and Pretto, R.. 1997. Frost heave loading of a constrained footing by centrifuge modelling. ASCE Journal of Geotechnical and Geoenvironmental Engineering 123 (9): 874880.CrossRefGoogle Scholar
Konrad, J-M. 1988. Influence of freezing mode on frost heave characteristics. Cold Regions Science and Technology 15: 161175.CrossRefGoogle Scholar
Miller, E.E. 1980. Similitude and scaling of soil-water phenomena. In: Hillel, D. (editor). Applications of soil physics. New York: Academic Press: 300318.CrossRefGoogle Scholar
Miller, R.D. 1990. Scaling of freezing phenomena in soils. In: Hillel, D., and Elrick, D.E. (editors). Scaling in soil physics: principle and applications. Madison, WI: Soil Science Society of America (Special publication 25): 111.Google Scholar
Ovesen, N.K. 1981. Centrifuge tests on the uplift capacity of anchors. In: Proceedings of the Tenth International Conference on Soil Mechanics and Foundation Engineering. Rotterdam: A.A. Balkema: 1, 217222.Google Scholar
Perkins, T.K., and Johnston, O.C.. 1963. A review of diffusion and dispersion in porous media. Journal of the Society of Petroleum Engineers 3 (1): 7084.CrossRefGoogle Scholar
Phillips, R., Schofield, A.N., and Smith, C.C.. 1988. Centrifuge modelling of thaw induced settlement. Phase I initial report. Unpublished report produced for the US Army Waterways Experiment Station, by ANS&A.Google Scholar
Pokrovsky, G.I. and Fyodorov, I.S.. 1969. Centrifuge model testing in the construction industry. Unpublished draft translation prepared by Building Research Establishment.Google Scholar
Savvidou, C. 1988. Centrifuge modelling of heat transfer in soil. In: Corté, J.-F.Proceedings of the International Conference on Geotechnical Centrifuge Modelling, Paris. Rotterdam: A.A. Balkema: 583591.Google Scholar
Taylor, R.N. (editor). 1995. Geotechnical centrifuge technology. London: Blackie Academic.CrossRefGoogle Scholar
Wiggert, D.C., Andersland, O.B., and Davies, S.H.. 1997. Movement of liquid contaminants in partially frozen granular soils. Cold Regions Science and Technology 25: 111117.CrossRefGoogle Scholar
Wooding, R.A. 1959. The stability of a viscous liquid in a vertical tube containing porous material. Proceedings of the Royal Society of London Series A, 252: 129134.Google Scholar
Yang, D. 1997. Investigation of the scaling laws for centrifuge modelling of frost heave. Unpublished PhD dissertation. College Park: University of Maryland.Google Scholar
Yang, D., and Goodings, D.J.. 1998. Predicting frost heave using the FROST numerical model with centrifuge physical models. ASCE Journal of Cold Regions Engineering 12 (2): 6483.CrossRefGoogle Scholar
Yang, D., and Goodings, D.J.. 1998. Climatic soil freezing modelled in acentrifuge. ASCE Journal of Geotechnical and Geoenvironmental Engineering 124 (12).CrossRefGoogle Scholar