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dc.contributor.authorLoch, J. P. G.
dc.date.accessioned2023-08-02T07:54:46Z
dc.date.available2023-08-02T07:54:46Z
dc.date.issued1977-01-01
dc.identifier.urihttps://hdl.handle.net/11250/3082263
dc.description.abstractA derivation is given for the equation of thermodynamic equilibrium between ice and water in porous media. The equation accounts for a difference between the pressure of the ice phase and the total potential (in pressure units) of the water phase. Emphasis is laid on the distinction between this total potential and the hydrostatic pressure and osmotic pressure of the unfrozen soil solution. The difference between the hydrostatic pressure of the solution and the ice pressure is accounted for by the icewater interfacial tension, as expressed by the generalized form of Laplace's equation. The resulting generalized form of the Clausius-Clapeyron equation is an equlibrium expression, whereas the Laplace equation only expresses a definition, valid under any circumstances. It is emphasized that all influences of the pore wall, whether working via the diffuse double layer or not, and which cause the liquid to have lower Gibbs free energy than the equilibrium liquid at the same temperature, are collected in the osmotic pressure term.en_US
dc.language.isoengen_US
dc.publisherNorges Geotekniske Institutten_US
dc.relation.ispartofseriesNGI-rapport;50900-01
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.subjectAvalanche-RnDen_US
dc.subjectSnøskred-FoUen_US
dc.titleSkred, skråninger. Generelt. Thermodynamic equilibrium between ice and water in porous mediaen_US
dc.typeResearch reporten_US
dc.relation.projectSkred, skråninger. Generelt. Failure of natural slopes and embankments under earthquakesen_US


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