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| Criteri de Fallida de Hoek-Brown× | Classificació de la massa rocosa (RMR)× | |
|---|---|---|
| Camp | Enginyeria de mines | Enginyeria de mines |
| Família | Process / pipeline | Process / pipeline |
| Any d'origen≠ | 1980 | 1973 |
| Autor original≠ | Evert Hoek and E. T. Brown | Zbigniew T. Bieniawski |
| Tipus≠ | Empirical criterion for rock mass strength prediction | Empirical classification for geotechnical engineering |
| Font seminal≠ | Hoek, E., & Brown, E. T. (2002). The Hoek-Brown failure criterion and GSI: 2018 update. Journal of Rock Mechanics and Geotechnical Engineering, 10(2), 445-463. link ↗ | Bieniawski, Z. T. (1989). Engineering rock mass classifications. John Wiley & Sons. ISBN: 978-0-471-60437-4 |
| Àlies≠ | Generalized Hoek-Brown Criterion, HB Criterion | RMR, Bieniawski Classification, RMR89 |
| Relacionats | 3 | 3 |
| Resum≠ | The Hoek-Brown Criterion, developed by Evert Hoek and E. T. Brown starting in 1980, is an empirical failure criterion that predicts the shear strength of rock masses as a function of confining pressure. It accounts for rock quality (via the Geological Strength Index, GSI) and thus bridges laboratory rock mechanics and field behavior. The criterion is widely used in mining for slope stability, pillar design, and stress analysis. | The Rock Mass Rating (RMR) system, developed by Zbigniew Bieniawski starting in 1973, is an empirical classification that characterizes rock mass quality and estimates mining and civil engineering behavior. RMR combines five measurable geotechnical parameters into a single index ranging from 0 to 100, where higher values indicate stronger, more stable rock masses. It is the most widely used rock classification system worldwide for underground mining design. |
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