Beena, K S; Kavitha, P E; Narayanan, K P(Indian Geo Technical Society, December , 2011)
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Abstract:
Soils are multiphase materials comprised of mineral grains, air voids and water. Soils are not linearly elastic
or perfectly plastic for external loading. Various constitutive models are available to describe the various aspects of soil
behaviour. But no single soil model can completely describe the behaviour of real soil under all conditions. This paper
attempts to compare various soil models and suggest a suitable model for the Soil Structure Interaction analysis especially
for Kochi marine clay.
Description:
Proceedings of Indian Geotechnical Conference
December 15-17, 2011, Kochi (Paper No.N-259)