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A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil
A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil
A Parametric Study of the Influence of Consolidation on Solute Transport in Saturated Clay Soil
Lewis, T. W. (Autor:in) / Smith, D. W. (Autor:in) / Culligan, P. J. / Einstein, H. H. / Whittle, A. J. / International Society for Soil Mechanics and Geotechnical Engineering
Panamerican conference; 12th, Soil mechanics and geotechnical engineering ; 2003 ; Cambridge, MA
01.01.2003
8 pages
Held in conjunction with the 39th U.S. Rock mechanics symposium
Aufsatz (Konferenz)
Englisch
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Volume Change Effects on Solute Transport in Clay Under Consolidation
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|Study on long-term consolidation of undisturbed saturated clay
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|Numerical solution of consolidation of partially saturated clay
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