Guidelines for open pit slope design / John Read, Peter Stacey.
Tipo de material:
- 9780643095533
- 22 622.292 R31
Tipo de ítem | Biblioteca actual | Signatura topográfica | Copia número | Estado | Fecha de vencimiento | Código de barras | |
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Biblioteca Especializada de Ingeniería de Minas y Met. | 622.292 R31 (Navegar estantería(Abre debajo)) | Ej.3 | Disponible | FIMGM2658 | ||
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Biblioteca Especializada de Ingeniería de Minas y Met. | 622.292 R31 (Navegar estantería(Abre debajo)) | Disponible | FIMGM2320 | |||
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Biblioteca Especializada de Ingeniería de Minas y Met. | 622.292 R31 (Navegar estantería(Abre debajo)) | Ej.2 | Disponible | FIMGM2342 |
Includes appendix and index.
Includes references: pages 467-485
Contents: 1. Fundamentals of slope design. -- 2. Field data collection. -- 3. Geological model. -- 4. Structural model. -- 5. Rock mass model .-- 6. Hydrogeological model. -- 7. Geotechnical model. -- 8. Data uncertainty. -- 9. Acceptance criteria. -- 10. Slope design methods. -- 11. Design implementation. -- 12. Performance assessment monitoring. -- 13. Risk management. -- 14. Open pit closure.
Summary: "The Large Open Pit Mine Slope Stability Project addresses an industry wide need for improved knowledge of the mechanisms of rock slope failure. These Guidelines will deliver knowledge of the mechanisms of slope failure and new tools for the slope design engineer including 3D structural modeling and slope failure analysis tools. New generation pit slope design guidelines directed at topics including hands-on and remote data acquisition, rock mass characterisation, uncertainty analysis and risk management. The Guidelines focus on the relationships between rock mass strength and deformability. Innovative geomechanics research will examine definitions of rock mass strength criteria (including the Hoek-Brown strength criterion and GSI) and investigate how slope failures and landslides may develop and propagate through the rock mass."--Provided by publisher.
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