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.
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.|
|Date Deposited:||12 Apr 2011 12:09|
|Last Modified:||12 Apr 2011 12:09|
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