A triphasic model for unsaturated soil b
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W. Ehlers; P. Blome
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Article
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2003
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Elsevier Science
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English
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In the present contribution, the formulation of the governing equations of coupled flow and deformation processes in saturated and unsaturated soils is based on the well-founded theory of porous media (TPM). Embedded in this concept, the model under consideration represents a triphasic medium of a c