Behavior of Berea sandstone under confining pressure part I: Yield and failure surfaces, and nonlinear elastic response
- 31 December 1991
- journal article
- Published by Elsevier BV in International Journal of Plasticity
- Vol. 7 (6), 607-624
- https://doi.org/10.1016/0749-6419(91)90046-2
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Failure of granite under compressionInternational Journal of Rock Mechanics and Mining Sciences, 1977
- Irreversible deformations of an anisotropic rock under hydrostatic pressureInternational Journal of Rock Mechanics and Mining Sciences, 1977
- Strength and deformation of rock subject to multiaxial compressive stressesInternational Journal of Rock Mechanics and Mining Sciences, 1975
- Triaxial stress behavior of Solenhofen limestone and westerly granite at high strain ratesJournal of Geophysical Research, 1972
- A note on post-failure stress-strain path dependence in noriteInternational Journal of Rock Mechanics and Mining Sciences, 1972
- Volume changes during the deformation of rocks at high pressuresInternational Journal of Rock Mechanics and Mining Sciences, 1972
- The Influence of State of Stress on the Stress-Strain Behavior of RocksJournal of Basic Engineering, 1972
- Static uniaxial deformation of 15 rocks to 30 kbInternational Journal of Rock Mechanics and Mining Sciences, 1972
- Fracture and flow of rocks under high triaxial compressionJournal of Geophysical Research, 1971
- Effect of the intermediate principal stress on rock failureJournal of Geophysical Research, 1967