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1. MODEL FOR DYNAMIC SHEAR MODULUS AND DAMPING FOR GRANULAR SOILS.

Author

Assimaki, Dominic and Kausel, Eduardo

Subjects
*SHEAR strength of soils, *DAMPING (Mechanics), *SANDY soils, *CLAY soils, *MATHEMATICAL models
Abstract

Focuses on a study that discussed a four-parameter model that can represent the shear modulus factors and damping coefficients for granular soils. Information on nonlinear soil behavior; Effect of confining pressure on modulus and damping; Experimental data on cohesionless soils; Details on the MIT-S1 stress soil model for clays and sands.

Published
2000
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