Modelling of freezing in frost-susceptible soils

Authors

  • Radosław L. Michałowski University of Michigan
    United States
  • Ming Zhu GeoSyntec Consultants
    United States

Keywords:

soil freezing, frost heave, constitutive model, heat transfer, phase change, retaining wall

Abstract

Frost heave in soils is a common phenomenon in cold regions, yet the previous efforts toward its mathematical description did not result into a generally accepted model. The model described in this paper is based on the concept of porosity rate function, which characterizes well the heaving phenomenon in variety of soils. The concept is simple enough so that it can be easily incorporated in numerical methods. The description of the model is followed by brief considerations of energy transfer and phase change. Calibration results are shown, and the model is implemented to solve a practical boundary value problem. The influence of thermal insulation on the performance of a retaining wall with frost-susceptible backfill is discussed.

References

[1] G. Beskow. Soil freezing and frost heaving with special application to roads and railroads. The Swedish Geological Society, Series C, 375, 1935 (transl. J.O. Osberberg, published by Technical Institute, Northwestern University, 1974).
[2] D. Blanchard, M. Fremond. Soil frost heaving and thaw settlement. 4th Int. Symp. Ground Freezing, Sapporo, 209- 216, 1985.
[3] M. Frémond. Personal communication, 1987.
[4] M. Fukuda, H. Kim, Y. Kim. Preliminary results of frost heave experiments using standard test sample provided by TC8. Proc. Int. Symp. on Ground Freezing and Frost Action in Soils, Luleå, Sweden, 25- 30. 1997.
[5] G.L. Guymon, T.V. Hromadka, R.L. Berg. Two-dimensional model of coupled heat and moisture transport in frost-heaving soils. J. Energy Resources Technol., 106: 336-343, 1984.

Downloads

Published

2022-09-27

Issue

pp. 613-625

Section

Articles

How to Cite

Michałowski, R. L., & Zhu, M. (2022). Modelling of freezing in frost-susceptible soils. Computer Assisted Methods in Engineering and Science, 13(4), 613-625. https://cames3.ippt.pan.pl/index.php/cames/article/view/890