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Erschienen in: Rock Mechanics and Rock Engineering 6/2012

01.11.2012 | ISRM SUGGESTED METHOD

The Hoek–Brown Failure Criterion

verfasst von: Erik Eberhardt

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 6/2012

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Excerpt

The Hoek–Brown failure criterion is an empirically derived relationship used to describe a non-linear increase in peak strength of isotropic rock with increasing confining stress. Hoek–Brown follow a non-linear, parabolic form that distinguishes it from the linear Mohr–Coulomb failure criterion. The criterion includes companion procedures developed to provide a practical means to estimate rock mass strength from laboratory test values and field observations. Hoek–Brown assumes independence of the intermediate principal stress. …

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Metadaten
Titel
The Hoek–Brown Failure Criterion
verfasst von
Erik Eberhardt
Publikationsdatum
01.11.2012
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 6/2012
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-012-0276-4

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