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Generalized State Parameter for Partly Saturated Soils

✍ Scribed by Pandian, N. S.; Nagaraj, T. S.; Siva Kumar Babu, G. L.

Book ID
115498316
Publisher
American Society of Civil Engineers
Year
1992
Tongue
English
Weight
328 KB
Volume
118
Category
Article
ISSN
0733-9410

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## Abstract The behavior of granular materials is known to depend on its loose or dense nature, which in turns depends both on density and confining pressure. Many models developed in the past require the use of different sets of constitutive parameters for the same material under different confini