TECHNICAL PAPERS
Jul 1, 1983

Tertiary Creep Model for Frozen Sands

Publication: Journal of Geotechnical Engineering
Volume 109, Issue 7

Abstract

An empirical model to describe the unconfined compressive creep behavior of frozen sands is developed. When combined with the proposed method for parameter evaluation, this model accounts for the effect of applied axial stress, ambient temperature and level of pore ice saturation and can be used reliably for data fitting and creep prediction. Comparisons indicate that this new tertiary creep model is more accurate and reliable than primary and secondary creep models.

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References

1.
Andersland, O. B., and Anderson, D. H., Geotechnical Engineering for Cold Regions, McGraw‐Hill, New York, N.Y., 1978, 566 p.
2.
Assur, A., “Some Promising Trends in Ice Mechanics,” Proceedings of the International Union of Theoretical and Applied Mechanics Symposium, Copenhagen, 1979.
3.
Garofalo, F., Fundamentals of Creep and Creep‐Rupture in Metals, MacMillan Co., New York, N.Y., 1965.
4.
Goughnour, R. R., and Andersland, O. B., “Mechanical Properties of a Sand‐Ice System,” Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 94, No. SM4, 1968, pp. 923–950.
5.
Ladanyi, B., “An Engineering Theory of Creep of Frozen Soils,” Canadian Geotechnical Journal, Vol. 9, 1972, pp. 63–80.
6.
Martin, R. T., Ting, J. M., and Ladd, C. C., “Creep Behavior of Frozen Sand,” Research Report R81‐19, Dept. of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass., 1981.
7.
Rein, R. G., Hathi, V. V., and Sliepcevich, C. M., “Creep of Sand‐Ice System,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT2, 1975, pp. 115–128.
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Singh, A., and Mitchell, J. K., “General Stress‐Strain Function for Soils,” Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 94, No. SM1, 1968, pp. 21–46.
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Ting, J. M., “The Creep of Frozen Sands: Qualitative and Quantitative Models,” Research Report R81‐5, Dept. of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass., 1981, also thesis presented to the Massachusetts Institute of Technology, in 1981, in partial fulfillment of the requirements for the degree of Doctor of Science.
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Ting, J. M., “On the Nature of the Minimum Creep Rate‐Time Correlation for Soil, Ice and Frozen Soil,” Canadian Geotechnical Journal, Vol. 20, No. 1, 1983, pp. 176–182.
12.
Ting, J. M., and Martin, R. T., “Application of the Andrade Equation to Creep Data for Ice and Frozen Soil,” Cold Regions Science and Technology, Vol. 1, 1979, pp. 29–36.
13.
Ting, J. M., Martin, R. T., and Ladd, C. C., “Mechanisms of Strength for Frozen Sand,” in press, Journal of Geotechnical Engineering, ASCE.
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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 109Issue 7July 1983
Pages: 932 - 945

History

Published online: Jul 1, 1983
Published in print: Jul 1983

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Authors

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John M. Ting
Research Fellow and Lecturer in Civ. Engrg., Div. of Engrg. and Applied Sci., California Inst. of Tech. 104‐44, Pasadena, Calif. 91125

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