Further Studies of Dynamic and Biaxial Loading of Rock.
Abstract
Results are presented from a number of tests to determine the influence of rate of loading, as characterized by the strain rate, on the stress-strain and strength properties of Solenhofen limestone and Westerly granite in triaxial compression tests, and the influence of biaxial compressive loading with various stress paths on the properties of low porosity granite and a high porosity tuff. All three principal stresses and principal strains were measured in all of the tests. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Feb 10, 1972
- Accession Number
- AD0745375
Entities
People
- S. R. Swanson
- W. R. Wawersik
- W. S. Brown
Organizations
- University of Utah