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- W2003189811 abstract "In this contribution, unsaturated soil is treated within the framework of the Theory of Porous Media (TPM). Therein, unsaturated soil can be described by a triphasic model consisting of a materially incompressible, elasto-plastic or elasto-viscoplastic solid skeleton, a viscous, materially incompressible pore-liquid (water) and a viscous, materially compressible pore-gas (air). The interaction between the solid skeleton and the pore-fluids are taken into account by a capillary-pressure-saturation relation and a Darcy-like filter law including relative permeabilities to consider the interaction between the two pore-fluids. The resulting system of strongly coupled differential-algebraic equations is solved for a gravity driven initial-boundary-value problem by the finite element tool PANDAS." @default.
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- W2003189811 date "2003-12-01" @default.
- W2003189811 modified "2023-10-05" @default.
- W2003189811 title "On the Theoretical and Numerical Modelling of Unsaturated Soil" @default.
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- W2003189811 doi "https://doi.org/10.1002/pamm.200310411" @default.
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