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LIMIT ANALYSIS SOLUTIONS FOR THE BEARING CAPACITY OF ROCK MASSES USING THE GENERALISED HOEK-BROWN CRITERION (2006)

This paper applies numerical limit analyses to evaluate the ultimate bearing capacity of a surface footing resting on a rock mass whose strength can be described by the generalized Hoek-Brown failure criterion.

Reference:
International Journal of Rock Mechanics & Mining Sciences 43 (2006) 920-937
Organization:
Department of Agricultural, Civil and Environmental Engineering, University of Southern Queensland, QLD 4350, Australia
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