Application of a new analytical method to a model of non-Darcian consolidation in clay soils |
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Authors: | Jean-Yves Parlange |
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Affiliation: | CSIRO Division of Environmental Mechanics, Canberra Australia |
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Abstract: | A model of consolidation in clay soil is studied by analytical means and the results compared with a recent numerical solution. Good agreement is obtained when the soil is only weakly non-Darcian. As the non-Darcian behavior of the soil becomes more pronounced the numerical solution is shown to be in error. |
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