Consolidation of Clay Layer: Hydrogeologic Boundary Conditions

This technical note examines the results of a nonlinear, finite-strain consolidation analysis of a clay layer subjected to underdrainage at its base. It is shown that due to the nonlinearity of the soil properties the steady-state pore-water pressure cannot be defined until the end of consolidation....

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Veröffentlicht in:	Journal of geotechnical engineering 1994-06, Vol.120 (6), p.1089-1093
Hauptverfasser:	Schiffman, Robert L, McArthur, John M, Gibson, Robert E
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Exact sciences and technology Geotechnics Soil mechanics. Rocks mechanics TECHNICAL NOTES
Online-Zugang:	Volltext
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