| Application | GeoStudio |
| Version | Latest version |
| Primary Analysis | SIGMA/W |
| Keywords | GeoStudio, SIGMA/W, Hoek Brown, rock, Carranza-Torres, Fairhurst, associated, non-associated, flow |
Stresses and displacements are determined numerically for the case of a pressurized cylindrical hole in an infinite Hoek-Brown material subjected to an isotropic in situ stress field. The analytical solution for this problem is provided by Carranza-Torres and Fairhurst (1999) for associated and non-associated plastic flow with zero dilation. The non-associated flow, zero dilation results are presented here. The problem tests the Hoek-Brown model with applied field stresses in plane-strain conditions imposed in SIGMA/W. The closed-form equations are not repeated here; the reader referred to the Carranza-Torres and Fairhurst paper.