Constitutive Equation for Granular Material by Hypoelasticityby R. K. Mysore, Texas Utilities Electric Co,
W. E. Falby, Texas Utilities Electric Co,
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 dilatancy | Material properties | Granular materials | Soil compression | Material tests | Compression tests | Constitutive relations
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