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Stress-state-permeability relations for overconsolidated clays

Nagaraj, TS and Pandian, NS and Raju, Narasimha PSR (1994) Stress-state-permeability relations for overconsolidated clays. In: Geotechnique, 44 (2). pp. 349-352.

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Abstract

Analysis of experimental data of soils in both the normally consolidated and overconsolidated states reveal that the proposed relationships are tenable. Preconsolidation stress level influences the level of permeability.

Item Type: Editorials/Short Communications
Additional Information: Copyright of this article belongs to Thomas telford.
Department/Centre: Others
Date Deposited: 12 Apr 2011 12:09
Last Modified: 12 Apr 2011 12:09
URI: http://eprints.iisc.ernet.in/id/eprint/36832

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