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 |
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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 |
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