Nakano, Y. (1994b) Dependence of segregation potential on thermal and hydraulic condi-
tions predicted by model M1. In Proceedings, 7th International Symposium on Ground Freezing.
Rotterdam: Balkema, p. 2533.
Nakano, Y. (1996) A mathematical model and the Takashi model of soil freezing. In Proceed-
ings, 5th International Symposium on Thermal Engineering and Science for Cold Regions, Univer-
sity of Ottawa, p. 432447.
Nakano, Y. (1997) A mathematical model called M1 and the Gilpin model of soil freezing.
In Proceedings of InternationalSymposium on Ground Freezing and Frost Action in Soils. Rotter-
dam: Balkema, p. 139146.
Nakano, Y., and M. Primicerio (1995) Application of quasi-steady solutions of soil freezing
for geotechnical engineering. Pitman Research Notes in Mathematics Series, 326, p. 147166.
Nakano, Y., and K. Takeda (1991) Quasi-steady problems in freezing soils: III. Analysis on
experimental data. Cold Regions Science and Technology, 19: 225243.
Nakano, Y., and K. Takeda (1993) Evaluation of existing hypotheses used in the mathemat-
ical description of ice segregation in freezing soils. Free boundary problems in fluid flow
with applications. Pitman Research Notes in Mathematics Series, 282: 225242.
Nakano, Y., and K. Takeda (1994) Growth condition of an ice layer in freezing soil under
applied loads: II. Analysis. USA Cold Regions Research and Engineering Laboratory,
CRREL Report 941.
Ohrai , T., and H. Yamamoto (1991) Freezing and Melting Heat Transfer in Engineering (K.C.
Cheng, and N. Seki, Ed.). New York: Hemisphere Publications, chapter 17, p. 547580.
O'Neill, K., and R.D. Miller (1985) Exploration of a rigid ice model of frost heave. Water
Resources Research, 21: 281296.
Pagliuca, N., U. Bencivenga, D.G. Mita, G. Perna, and F.S. Gaeta (1987) Isothermal and
non-siothermal water transport in porous membranes. II. The steady state. Journal of Mem-
brane Science, 33: 125.
Perfect, E., and P.J. Williams (1980) Thermally induced water migration in saturated fro-
zen soils. Cold Regions Science and Technology, 3: 101109.
Radd, F.J., and D.H. Oertle (1973) Experimental pressure studies of frost heave mecha-
nism and the growth-fusion behavior of ice. In Proceedings, 2nd International Conference on
Permafrost. Washington, D.C.: National Academy of Sciences, p. 377384.
Ratkje, S.K., and B. Hafskjold (1996) Coupled transport of heat and mass, Theory and
applications. In Entropy and Entropy Generation (J.S. Shiner, Ed.). Netherlands: Kluwer
Academy Publ., p. 197-219.
Ratkje, S.K., H. Yamamoto, T. Takashi, T. Ohrai, and J. Okamoto (1982) The hydraulic
conductivity of soils during frost heave, Frost i Jord, 24: 22-26.
Ryokai, K. (1985) Frost heave theory of saturated soil coupling water/heat flow and its
application. In Proceedings, 4th International Symposium on Ground Freezing. Rotterdam: Bal-
kema, p. 101108.
Sage, J.D., and M. Porebska (1993) Frost action in a hydrophobic material. Journal of Cold
Regions Engineering, 7: 99113.
Taber, S. (1930) The mechanics of frost heaving. Journal of Geology, 38: 303317.
Takashi, T., H. Yamamoto, T. Ohrai, and M. Masuda (1978) Effect of penetration rate of
freezing and confining stress on the frost heave ratio of soil. In Proceedings, 3rd International
Conference on Permafrost. National Research Council of Canada, vol. 1, p. 737942.
Takeda, K., and Y. Nakano (1990) Quasi-steady problems in freezing soils: II. Experiment
on steady growth of an ice layer. Cold Regions Science and Technology, 18: 225247.
Takeda, K., and Y. Nakano (1993) Growth condition of an ice layer in freezing soil under
applied loads: I. Experiment. USA Cold Regions Research and Engineering Laboratory,
CRREL Report 93-21.
32
to Contents
Previous Page
