A multi-scale theory of swelling porous media: I. Application to one-dimensional consolidation |
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Authors: | Márcio A. Murad Lynn S. Bennethum John H. Cushman |
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Affiliation: | (1) Laboratório National de ComputaÇÃo Cientifica, LNCC/CNPq, Rua Lauro Muller 455, 22290 Rio de Janeiro, Brazil;(2) The Center for Applied Math, Purdue University, West Lafayette, IN, USA;(3) Department of Mathematics, Purdue University, 47907 West Lafayette, IN, USA;(4) Department of Mathematics and Department of Agronomy, Purdue University, 47907 West Lafayette, IN, USA |
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Abstract: | A theory is developed which describes flow in multi-scale, saturated swelling media. To upscale information, both the hybrid theory of mixtures and the homogenization technique are employed. In particular, a model is formulated in which vicinal water (water adsorbed to the solid phase) is treated as a separate phase from bulk (non-vicinal) water. A new form of Darcy's law governing the flow of both vicinal and bulk water is derived which involves an interaction potential to account for the swelling nature of the system. The theory is applied to the classical one-dimensional consolidation problem of Terzaghi and to verify Low's empirical, exponential, swelling result for clay at the macroscale. |
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Keywords: | Swelling clay soil multi-scale flow hybrid mixture theory homogenization consolidation |
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