Verification - Hoek-Brown


Application GeoStudio
Version Latest version
Primary Analysis SIGMA/W
Keywords GeoStudio, SIGMA/W, Hoek Brown, rock, Carranza-Torres, Fairhurst, associated, non-associated, flow

Introduction

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.

Verification - Hoek-Brown.png

 

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See also

Examples - SIGMA/W - Overview    [Examples]


SIGMA/W Tutorial    [Examples]


Verification - Kirsch    [Examples]


Verification - Salencon    [Examples]