Borehole failure under anisotropic stresses in a sandstone is analyzed numerically for various borehole sizes using a nonlinear elastic–plastic constitutive model for a Cosserat continuum. Borehole failure is identified as macroscopic failure of the borehole through the development of shear bands...
- Forfattere
- Euripides Papamichos
- År
- 2010
- Type
- Vitenskapelig artikkel