Frost susceptibility related to soil index properties Jean-Marie Konrad

Canadian Geotechnical Journal

Volumn 36, Issue 3, 1999, Pages 403-417

  Konrad, J M ^a  

^a UNIVERSITÉ LAVAL   (Canada)

Author keywords

Criteria; Frost heave; Index properties; Segregation potential; Soil

Indexed keywords

COMPRESSIBILITY OF SOLIDS; SATURATION (MATERIALS COMPOSITION);

FROST SUSCEPTIBILITY; SEGREGATION POTENTIAL;

FROZEN SOILS;

FROST HEAVE; ICE; SOIL MECHANICS;

EID: 0033502887     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t99-008     Document Type: Article

References (28)

1. ASTM. 1995. (D422-63). In Annual Book of ASTM Standards, sect. 1, Soil and Rock, vol. 04.08. American Society for Testing and Materials, Philadelphia, Pa., D420-D, p. 4914.
2. Beskovv, G. 1935. Soil freezing and frost heaving with special application to roads and railroads. [Translated in 1947 by J. Osterberg, Northwestern University Technological Institute, Evanston, 111.] Sveriges geologiska undersökning Serie C, Vol. 375.
3. Canadian Geotechnical Society. 1992. Canadian foundation engineering manual. BiTech Publishers Ltd., Richmond, B.C.
4. CAN/BNQ. 1986. Soils -Determination of liquid limit by the Swedish fall cone penetrometer method and determination of plastic limit. Canadian Standards Association and Bureau de normalisation du Québec, CAN/BNQ 2501-092-M-86.
5. Casagrande, A. 1932. A new theory of frost heaving: discussion. Highway Research Board, Proceedings of the Annual Meeting, 11(1): 168-172.
6. Chamberlain, E.J. 1981. Frost susceptibility. Review of index tests. Cold Regions Research and Engineering Laboratory, Monograph 81-2.
7. Freden, S. 1965. Some aspects on the physics of frost heave in mineral soils. Surface Chemistry, pp. 79-90.
8. Furnas, C.C. 1931. Grading aggregates. I. Mathematical relations for beds of broken solids of maximum density. Industrial and Engineering Chemistry, Vol. 23.
9. Harr, M.E. 1977. Mechanics of particulate media -a probabilistic approach. McGraw-Hill International Book Company, New York.
10. Hoekstra, P. 1969. Water movement and freezing pressures. Soil Science Society of America Proceedings, 33: 512-518.
11. Jessberger, H.L., and Jagow, R. 1989. Determination of frost susceptibility of soils. In VTT Symposium 95, Frost in Geotechnical Engineering, Saariselka, Finland, Vol. 2, pp. 449469.
12. Kenney, T.C., van Veen, M.A., Swallow, M.A., and Sungaila, M.A. 1992. Hydraulic conductivity of compacted bentonite-sand mixtures. Canadian Geotechnical Journal, 29: 364-374.
13. Konrad, J.-M., 1989a. Effect of freeze-thaw cycles on the freezing characteristics of a clayey silt at various overconsolidation ratios. Canadian Geotechnical Journal, 26: 217-226.
14. Konrad, J.-M. 1989&. Influence of overconsolidation on the freezing characteristics of a clayey silt. Canadian Geotechnical Journal, 26: 9-21.
15. Konrad, J.-M. 1994. Sixteenth Canadian Geotechnical Colloquium: Frost heave in soils: concepts and engineering. Canadian Geotechnical Journal, 31: 223-245.
16. Konrad, J.-M., and Morgenstern, N.R. 1980. A mechanistic theory of ice lens formation in fine-grained soils. Canadian Geotechnical Journal, 17: 473-486.
17. Konrad, J.-M., and Morgenstern, N.R. 1981 The segregation potential of a freezing soil. Canadian Geotechnical Journal, 18: 482491.
18. Konrad, J.-M., and Morgenstern, N.R. 1982. Effects of applied pressure on freezing soils. Canadian Geotechnical Journal, 19: 494-505.
19. Konrad, J.-M., and Morgenstern, N.R. 1983. Frost susceptibility of soils in terms of their segregation potential. In Proceedings of the 4th International Conference on Permafrost, Fairbanks, Alaska. National Academy Press, Washington, D.C., pp. 660665.
20. Konrad, J.-M., and Seto, J.T.C. 1994. Frost heave characteristics of undisturbed sensitive Champlain Sea clay. Canadian Geotechnical Journal, 31: 285-298.
21. Konrad, J.-M., Bergeron, G., Roy, M., La Rochelle, P., and Leroueil, S. 1995. Field observations of frost action in intact and weathered Champlain Sea clay. Canadian Geotechnical Journal, 32: 689-700.
22. Konrad, J.-M., Doré, G., and Roy, M. 1996. Field observations of instrumented highway sections with different frost protections. In The Cold Regions Infrastructure, Proceedings of the 8th International Specialty Conference on Cold Regions Engineering, Fairbanks, Alaska, August 12-17, pp. 652-663.
23. Miller, R.D. 1972. Freezing and heaving of saturated and unsaturated soils. Highway Research Record 393, pp. 1-11.
24. Mitchell, J.K. 1993. Fundamentals of soil behaviour. 2nd ed. John Wiley & Sons, Inc., New York.
25. Penner, E., and Goodrich, L.E. 1980. Location of segregated ice in frost susceptible soil. In Proceedings of the 2nd International Symposium on Ground Freezing, Trondheim, Norway, pp. 626639.
26. Rieke, R., Vinson, T.S., and Mageau, D.W. 1983. The role of specific surface area and related index properties in the frost heave susceptibility of soils. In Proceedings of the 4th. International Conference on Permafrost, Fairbanks, Alaska, pp. 1066-1071.
27. Taber, S. 1929. Frost heaving. Journal of Geology, 37(5): 42861.
28. Wagg, B.T., and Konrad, J.-M. 1990. Index properties of clay-silt mixtures. 43rd Canadian Geotechnical Conference, Quebec City, Canada, Vol. 2, pp. 705-710.