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: Granular materials | Constitutive relations | Soil compression | Material tests | Compression tests | Soil stress | Soil dilatancy | Triaxial tests

Services: Buy this book/Buy this article


Return to search