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060510s1986 |||a fr||||| |0 0|eng d |
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|a 624.131 - SOC
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|a Sociedad Mexicana de Mecánica de Rocas.
|9 313056
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245 |
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|a The Role of Rock Mechanics in Excavations for Mining and Civil Works
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260 |
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|a México :
|b Sociedad Mexicana de Mecánica de Rocas,
|c 1986.
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300 |
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|a xvii, 641 p. : il.
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505 |
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|a 1. Slope stability in open pit gold and silver mines;2. Back analysis and probabilistic analysis applied to a mining slope stability design;3. Stability of Pit Slopes in Brittle Rock Strata;4. New adjusment ratings for application of bieniawski classification to slopes;5. The determination of effective characteristics of highly heterogeneous rock masses;6. Influence of structure texture peculiarities of inner structure and shear deformation of rock massives on their stability;7. Rock properties for different engineering uses: a study on weathered rocks;8. About the volume of the blocks in rock mass;9. The detection of blast induced fracturing to rock slopes;10. Acoustic monitoring of in situ static deformation modulus at a dam site;11. Geomechanical evaluation for design of slopes at caue open pit iron mine, Itabira, Brazil;12. Stability analysis of lignite mine highwalls;13. Methodical problems of monitoring in open pit mines;14. Slope stability of near vertical slopes under denia castle;15. Finite elements for open pit mine stability analysis;16. A statistical method for a probable percentual block size distribution determination from a quarry;17. Analysis and treatment of an unstable rock wedge at "el caracol" dam switchyard;18. Influence of residual rock mass structures on slope stability at bumbuna falls hydroelectric project;19. Coal excavation from unstable quarry slope;20. Quarring in south western Nigeria
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|a C7833 DON
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650 |
1 |
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|a MECANICA DE ROCAS
|9 283048
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650 |
1 |
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|a EXCAVACIONES
|9 266959
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650 |
1 |
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|a MINAS
|9 270484
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700 |
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|a Sanches Trejo, R.,
|e ed.
|9 313057
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|a Isrm Symposium ( : 2 - 5 September, 1985 : Zacatecas, Mexico)
|9 313058
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929 |
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|a C7833 DON
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942 |
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|c CON
|6 _
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|a MON
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|a 19990
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|a Registro convertido en forma automatizada
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990 |
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|a SV
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|c 23180
|d 23180
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