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 |
|---|---|
| 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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