Constitutive Equation for Granular Material by Hypoelasticity

by R. K. Mysore, Texas Utilities Electric Co,
W. E. Falby, Texas Utilities Electric Co,



Document Type: Proceeding Paper

Part of: Engineering Mechanics

Abstract:

Constitutive equations for soil based upon the incremental theory of hypoelasticity are proposed in this paper to account for the stress path dependency and dilatant behavior of soil.

Subject Headings: Soil properties | Material properties | Granular materials | Soil dilatancy | Soil compression | Material tests | Compression tests

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