Heaving pressure tests were conducted on 4 soils of which frost susceptibilities were different. The experimental procedure is the same as that described by Takashi et al. (1979a:
Seppyo,
41, 4, 277-287). Radd and Oertle (1973: Permafrost, 2nd Intern. Conf., North Amer. Contrib., 377-384) and Takashi et al. (1979a) have shown that the heaving pressure σu of soil which is set between warm (upper) and cold (lower) plates depends on the temperature at the cold plate, θc, and there is a linear relationship between them. In this study, σu depends on θc linearly in the region of relatively high temperature below freezing but σu deviates from the straight line with decreasing θc to approach a certain constant value asymptotically. This value is the maximum of σu and should be called the maximum heaving pressure, σu max, which depends on the soil type: i.e. σu max is larger than 300 kgf/cm
2 for Manaita-bashi clay and it is 130 kgf/cm
2 for Negishi silt, 30 kgf/cm
2 for Nanao silt and 4 kgf/cm
2 for Toyoura sand. σu max does not depend onθc, but depends on a temperature θcrit at which the continuity of veins of unfrozen water in frozen soil disappears, so that an expanded Clausius-Clapeyron equation expressing thermodynamic eqilibrium is valid between σu max and θcrit. Furthermore, it is shown that the ice lens growing region is determined from the temperature gradient, the effective stress and θcrit in frozen soil.
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