Material Model Studies for Rocks and Soils. Part 1. Shock Conditioned Behavior Model for Granite. Part 2. General Constitutive Relations for Rocks and Soils, and Part 3. Fracture Model for Rocks
Abstract
Results are described for three tasks in a continuing analytical study of rocks and soils: Shock conditioning - post-shot measurements show gradual degradation of rock media physical properties as the range from underground nuclear events decreases. General model for rocks and soils; Failure model for rocks - triaxial extension and compression failure data for granite and limestone cannot be fit by one curve in maximum shear stress vs pressure plots.
Document Details
- Document Type
- Technical Report
- Publication Date
- Aug 01, 1971
- Accession Number
- AD0731090
Entities
People
- Mark H. Wagner
- Martin Rosenblatt
- Si Timurtas