ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

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

Services: Buy this book/Buy this article

 

Return to search