Recent experimental evidence indicates that the thermodynamic behaviour of complex visco-plastic materials such as frozen soils and ice cannot be viewed as independent of its rheological behaviour 1 1 Wood and Williams (1985a); Williams and Wood (1985). . This paper shows the manner in which the linkages are established for a very simple system such as the ice sandwich. The ice sandwich is a practical demonstration of the regelation-flow phenomenon. The experiment is discussed in several configurations including pressure-induced regelation and thermally-induced regelation. The system is driven toward restoring thermodynamic equilibrium between the ice and water at the respective interfaces, which is defined by the Clausius-Clapeyron equation. Equilibrium conditions, however, are never achieved because of continuous ice deformation in the direction of lower ice pressure, thus the need for irreversible thermodynamics in describing the process. Thermodynamic transport coefficients, derived from irreversible theory, are expressed as a function of the “apparent” thermal and hydraulic conductivities as measured in an ice sandwich permeameter, and interpreted with regard to their potential measurement in an experiment. The thermodynamic transport coefficients are then related to the rheological properties of the ice. Steady-state creep behaviour is assumed for the ice. This is reasonable for the conditions which occur in the ice sandwich and is also confirmed by experimental results. Various hypothetical scenarios are discussed for different types of ice behaviour including “plug” (rigid), “quasi-viscous” (liquid-like) and plasto-viscous (intermediate) behaviour. These scenarios are interpreted with regard to results of recent experiments of thermally-induced regelation. Finally, the implications of the analysis with respect to establishing linkages between the thermodynamic and the rheological behaviour of frozen soils are discussed.
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