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


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 dilatancy | Material tests | Compression tests | Soil compression | Compressive strength | Granular materials

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