ePrints@IIScePrints@IISc Home | About | Browse | Latest Additions | Advanced Search | Contact | Help

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.

Full text not available from this repository. (Request a copy)
Official URL: http://md1.csa.com/partners/viewrecord.php?request...


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
Publication: Geotechnique
Publisher: Thomas telford
Additional Information: Copyright of this article belongs to Thomas telford.
Department/Centre: Division of Mechanical Sciences > Civil Engineering
Date Deposited: 12 Apr 2011 12:09
Last Modified: 31 Oct 2018 13:59
URI: http://eprints.iisc.ac.in/id/eprint/36832

Actions (login required)

View Item View Item