Predicting Frost Heave Using FROST Model with Centrifuge Models
Publication: Journal of Cold Regions Engineering
Volume 12, Issue 2
Abstract
The FROST numerical model was used to predict frost heave developing in centrifuge soil models. When uncalibrated predictions of heave using Gardner's coefficients were selected from accompanying FROST documentation based on soil grain size, the predictions were not good. However, when the parameters were calibrated to surface heave developing in one set of models of heave in silt, numerical predictions for other freezing conditions in the same silt showed very good matches to centrifuge model data of heave. These close matches occurred not only in heave development patterns but also in statistical distributions when variations of input soil parameters were considered. The same good fit after a similar calibration exercise was not found in either heave developments or statistical distributions in the case of silty clay, which develops heave following a different pattern. Predicted ultimate depths of frost penetration were considerably less than measured penetrations, and final water contents (frozen and unfrozen) predicted after freezing were reasonably close to centrifuge model results. A sensitivity analysis of seven input soil parameters required for the FROST model was conducted using the Monte Carlo simulation technique to assess the response of the FROST model to their random variation. Based on this analysis, the FROST model was found to be most sensitive to those parameters characterizing movement and retention of water, especially the Gardner's coefficients for unsaturated conditions. These parameters are also the most difficult to measure reliably, and therefore back calculation of these values is common. Data obtained from centrifuge models of soil freezing can therefore provide an attractive design calibration and research tool.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Ang, A. H.-S., and Tang, W. H. (1984). Probability concepts in engineering planning and design. Vol. II: Decision, risk, and reliability. John Wiley & Sons, Inc. New York, N.Y.
2.
Freeze, R. A.(1975). “A stochastic-conceptual analysis of one-dimensional ground water flow in non-uniform homogeneous media.”Water Resour. Res., 11(5), 725–41.
3.
Gardner, W. R.(1958). “Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table.”Soil Sci., 85, 223–32.
4.
Guymon, G. L., Berg, R. L., and Hromadka, T. V. (1993). “Mathematical model of frost heave and thaw settlement in pavements.”CRREL Rep. 93-2.
5.
Jessberger, H. L. (1989). [Opening address]. Ground freezing. R. H. Jones and T. T. Holden, eds., Balkema, Rotterdam, The Netherlands, Vol. 2.
6.
Ketcham, S. A., Black, P. B., and Pretto, R.(1997). “Frost heave loading of constrained footing by centrifuge modeling.”J. Geotech. Engrg., ASCE, 123(9), 874–880.
7.
Kujala, K. (1997). “Estimation of frost heave and thaw weakening by statistical analyses.”Proc., Int. Symp. on Ground Freezing and Frost Action in Soils, S. Knutsson, ed., Sweden, 31–41.
8.
Lee, I. K., White, W., and Ingles, O. G. (1983). Geotechnical engineering. Univ. of New South Wales Press, Australia.
9.
Miller, E. E., and Miller, R. D.(1956). “Physical theory for capillary flow phenomena.”J. Appl. Phys., 27(4), 324–32.
10.
Miller, R. D. (1990). “Scaling of freezing phenomena in soils.”Scaling in soil physics: Principle and applications, D. Hillel and D. E. Elrick, eds., Soil Sci. Soc. of Am. Special Publication No. 25, 1–11.
11.
Shoop, S. A., and Bigl, S. R.(1997). “Moisture migration during freeze and thaw of unsaturated soils: Modeling and large scale experiments.”Cold Regions Sci. and Technol., 25(1), 33–45.
12.
Smith, C. C. (1991). “Thaw induced settlement of pipelines in centrifuge model tests,” PhD dissertation, Univ. of Cambridge, Cambridge, England.
13.
Taylor, N. (ed.) (1995). “Geotechnical centrifuge technology.” Blackie, Glasgow, Scotland.
14.
Williams, P. J., and Smith, M. W. (1989). “The frozen earth.” Cambridge Univ. Press, Cambridge, England.
15.
Yang, D. (1997). “Investigation of the scaling laws for centrifuge modeling of frost heave,” PhD dissertation, Univ. of Maryland, College Park, Md.
Information & Authors
Information
Published In
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Jun 1, 1998
Published in print: Jun 1998
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.