A reexamination of the permeability index of clays

The permeability index C k , similar to the compression index, is the slope of the void ratio - coefficient of permeability relationship. Literature shows that, in general, for sensitive clays it can be related to initial void ratio by C k  = 0.5e 0 . The possibility of obtaining such a relationship...

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Veröffentlicht in:Canadian geotechnical journal 1993-02, Vol.30 (1), p.187-191
Hauptverfasser: Babu, G. L. Sivakumar, Pandian, N. S, Nagaraj, T. S
Format: Artikel
Sprache:eng
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Zusammenfassung:The permeability index C k , similar to the compression index, is the slope of the void ratio - coefficient of permeability relationship. Literature shows that, in general, for sensitive clays it can be related to initial void ratio by C k  = 0.5e 0 . The possibility of obtaining such a relationship for Cochin marine clays in terms of liquid limit void ratio is indicated in this paper. Analysis of permeability behaviour of Cochin marine clays and the test results available in published literature using generalized state parameter approach show that, in principle, these forms of equations for the permeability index are tenable, even though they were obtained based on experimental observation alone. Key words : permeability index, initial void ratio, void ratio at liquid limit, generalized state parameter approach.
ISSN:0008-3674
1208-6010
DOI:10.1139/t93-016