Generalized State Parameter for Partly Saturated Soils

Studies on compressibility and shear strength aspects are the concern of many investigators concerned with partly saturated soils. In soil engineering connected with partly saturated soils, there are no approaches connecting soil states and stress conditions. The present investigation is essentially...

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Veröffentlicht in:Journal of geotechnical engineering 1992-04, Vol.118 (4), p.622-627
Hauptverfasser: Pandian, N. S, Nagaraj, T. S, Siva Kumar Babu, G. L
Format: Artikel
Sprache:eng
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