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AR-LpUFI |
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20220927093836.0 |
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060510s1977 |||a fr||||| |0 0|eng d |
| 080 |
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|a 624.12 INT
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| 245 |
0 |
0 |
|a Proceedings. Design methods in rock mechanics
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| 260 |
|
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|a New York :
|b ASCE,
|c 1977.
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| 300 |
|
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|a vii, 419 p.
|
| 505 |
0 |
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|a 1. Computarized design of rock slopes using interactive graphics; Cundall. P.;2. Two dimensional finite element analysis for the design of rock slopes; Kalkani. E. C.;3. Stability analysis of rock slopes for plane and wedge failure with the aid of a programmable pocket calculator; Kovari. K.;4. Inadequacy of limiting equilibrium methods for rock slopes design; Manfredini. G.;5. An approximate design method for slopes in strain-softening materials; Trollope. D. H.;6. Review and comments; John. Klaus W.;7. High road cuts in a rock mass with horizontal bedding; Bukovansky. M.;8. Rock anchors. Design and quality control; Littlejohn. G. S.;9. Practical rock foundation design for dams; Londe. P.;10. The practical and realistic solution of rock slope stability problems; Von Thun. J. L.;11. Estimation of support requirements for underground excavations; Barton. N.;12. A method of computing a rock reinforcement system wich is structurally equivalent to an internal support system; Bischoff. J. A.;13. Design of tunnels in swelling rock; Einsten. H. H.;14. Design of underground powerhouses and the importance of pre-excavation stress measurements; Haimson. B.;15. Exploration: its evaluation in hard rock tunnelling; Lindner. E.;16. A method for computing stabilizing pressures for excavations in incompetent rock; Panek. L. A.;17. Mine planning to control rockbursts in cut and fill excavations; Board. M. P.;18. Pillar design in underground oil shale mines; Hardy. M. P.;19. Design optimization for multiple rock caverns; Heuze. F.;20. Caving operations drift support design; Kendorski. F. S.;21. Limit design of mine pillars under uncertainty; Pariseau. W. G.;22. Design and layout aspects of longwall methods of coal mining; Whittaker. B. N.;23. Burden and spacing relationships in the design of blasting patterns; Bhandari. S.;24. Initiation sequence. Vital element of open pit blast design; Hagan. T. N.;25. Computer calculations of drilling patterns for surface and underground blasting; Holmberg. R.;26. Constraints on blasting design for construction; Lutton. R. J.;27. Automated tunnel round design: blasting with decoupled charges; Rollins. R. R.
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| 599 |
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|a Mor644 Ubic.:624.12 INT Ej.1 PRES DON Observ.MORETTOMO8326Mor639 Ubic.:624.12 INT Ej.2 PRES DON Observ.MORETTO
|
| 650 |
1 |
4 |
|a MECANICA DE ROCAS
|9 283048
|
| 650 |
1 |
4 |
|a ROCAS
|9 271809
|
| 650 |
1 |
4 |
|a FUNDACIONES
|9 266079
|
| 650 |
1 |
4 |
|a TUNELES
|9 270601
|
| 650 |
1 |
4 |
|a EXCAVACIONES
|9 266959
|
| 650 |
1 |
4 |
|a MINAS
|9 270484
|
| 650 |
1 |
4 |
|a EXPLOSIONES
|9 298839
|
| 710 |
0 |
|
|a University of Minnesota
|9 313265
|
| 710 |
0 |
|
|a International Society for Rock Mechanics
|9 312932
|
| 710 |
0 |
|
|a U.S. National Committee for Rock Mechanics.
|9 313266
|
| 710 |
0 |
|
|a ASCE
|9 306157
|
| 711 |
0 |
|
|a Symposium on Rock Mechanics (16th : September 22-24, 1975 : Minneapolis)
|9 313267
|
| 929 |
|
|
|a Mor644 Ubic.:624.12 INT Ej.1 PRES DON Observ.MORETTO;MO8326Mor639 Ubic.:624.12 INT Ej.2 PRES DON Observ.MORETTO
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