Stress state-permeability relationships for fine-grained soils

4 types of clay were used in consolidation and permeability tests. They showed that water content at liquid limit state can be adopted for the analysis of the compressibility and shear strength behaviour.

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Veröffentlicht in:Géotechnique 1993-06, Vol.43 (2), p.333-336
Hauptverfasser: NAGARAJ, T. S, PANDIAN, N. S, NARASIMHA RAJU, P. S. R
Format: Artikel
Sprache:eng
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Zusammenfassung:4 types of clay were used in consolidation and permeability tests. They showed that water content at liquid limit state can be adopted for the analysis of the compressibility and shear strength behaviour.
ISSN:0016-8505
1751-7656
DOI:10.1680/geot.1993.43.2.333