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Slope Stability in Surface Mining [Kõva köide]

  • Formaat: Hardback, 442 pages, kõrgus x laius: 229x152 mm
  • Ilmumisaeg: 01-Jan-2001
  • Kirjastus: Society for Mining, Metallurgy, and Exploration
  • ISBN-10: 0873351940
  • ISBN-13: 9780873351942
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  • Formaat: Hardback, 442 pages, kõrgus x laius: 229x152 mm
  • Ilmumisaeg: 01-Jan-2001
  • Kirjastus: Society for Mining, Metallurgy, and Exploration
  • ISBN-10: 0873351940
  • ISBN-13: 9780873351942
After detailing the first three conferences on the subject, even listing the papers, Hustrulid and all neglect to mention when and where the fourth, documented here, was held. Like the previous ones, it emphasized the stability of the rock slope itself in open-pit, or strip, mines, but also considers the stability of waste rock embankments, tailings dams, and heap leach facilities. Among the 49 topics are failure mechanisms for high slopes in hard rock, the Sur Sur Mine of Codelco's Andina Division, assessing embankment parameters, and managing tailings basin water. Annotation c. Book News, Inc., Portland, OR (booknews.com)

Today, mines are being planned to reach depths of more than 1,100 meters, waste rock embankments have surpassed 600 meters in height, tailings dams have reached heights of 200 meters, and heap leach facilities have topped 150 meters. The push toward higher, deeper, and steeper, along with the larger and more productive equipment in use today, continues to test our tools and capabilities. Slope Stability in Surface Mining documents the progressive rise in technical understanding and sophistication in the field. Only be continuously collecting and exchanging information can design concepts, construction methods, monitoring strategies, and reclamation practices keep pace with the times. Slope Stability in Surface Mining creates a common platform on which to base correct, economical, and safe slope design and construction decisions.
Preface vii Introduction xiii SECTION 1 ROCK SLOPE DESIGN CONSIDERATIONS 1(138) Large-Scale Slope Designs---A Review of the State of the Art 3(8) E. Hoek K.H. Rippere P.F. Stacey Collecting and Using Geologic Structure Data for Slope Design 11(16) David E. Nicholas Danny B. Sims Designing Catch Benches and Interramp Slopes 27(12) Thomas M. Ryan Paul R. Pryor Managing and Analyzing Overall Pit Slopes 39(8) Richard D. Call Paul F. Cicchini Thomas M. Ryan Ross C. Barkley A Slope Height Versus Slope Angle Database 47(12) Jonny Sjoberg Rock-Mass Properties for Surface Mines 59(12) Evert Hoek Antonio Karzulovic Failure Mechanisms for High Slopes in Hard Rock 71(10) Jonny Sjoberg Time-Dependent Movements of Open-Pit Slopes 81(8) Zavis M. Zavodni The Role and Mitigation of Groundwater in Slope Stability 89(8) Lee C. Atkinson The Influence of Seismic Events on Slope Stability 97(10) Charles E. Glass Coupled Geomechanic-Hydrologic Approach to Slope Stability Based on Finite Elements 107(8) William G. Pariseau Practical Slope-Stability Analysis Using Finite-Difference Codes 115(10) Loren Lorig Pedro Varona Blast Designs to Protect Pit Walls 125(6) Timothy N. Hagan Brad Bulow Use of Blast Timing to Improve Slope Stability 131(4) Claude Cunningham Large-Diameter and Deep-Hole Presplitting Techniques for Safe Wall Stability 135(4) Rodney Burke SECTION 2 CASE STUDIES IN ROCK SLOPE STABILITY 139(126) The Role of the Geotechnical Group in an Open Pit: Chuquicamata Mine, Chile 141(12) German Flores Antonio Karzulovic Slope Stability at Escondida Mine 153(10) Cristian Valdivia Loren Lorig Slope Stability at Collahuasi 163(8) Graham Swan Richardo S. Sepulveda The Sur Sur Mine of Codelcos Andina Division 171(6) Reinaldo Apablaza Emilio Farias Ricardo Morales Jaime Diaz Antonio Karzulovic Design, Implementation, and Assessment of Open-Pit Slopes at Palabora over the Last 20 Years 177(6) Alan Stewart Fanie Wessels Susan Bird Slope Stability at Aznalcollar 183(20) Jonny Sjoberg John C. Sharp David J. Malorey Slope Stability at Aitik 203(10) Jonny Sjoberg Urban Norstrom Practical Rock-Slope Engineering Designs at Barrick Goldstrike 213(6) Nick D. Rose Robert P. Sharon Slope Stability and Operational Control at Barrick Goldstrike 219(8) Robert Sharon Pit Slope Design at Orapa Mine 227(12) J. Jakubec P.J. Terbrugge A.R. Guest F. Ramsden Slope Stability Assessment at the Main Cresson Mine 239(12) M. Pierce T. Brandshaug M. Ward Analysis of Stability Loss in Open-Pit Slopes and Assessment Principles for Hard, Tectonically Stressed Rock Masses 251(6) Anatoly A. Kozyrev Sergei P. Reshetnyak Victor A. Maltsev Vadim V. Rybin Coal Mine Highwall Stability 257(8) Ben L. Seegmiller SECTION 3 STABILITY OF WASTE ROCK EMBANKMENTS 265(98) Site Selection, Characterization, and Assessment 267(8) P. Mark Hawley Assessment of Embankment Parameters 275(10) David J. Williams The Mechanism Controlling Angle-of-Repose Stability in Waste Rock Embankments 285(8) David B. Campbell Embankment Hydrology-Storage Water Controls 293(12) Gary R.E. Beckstead John Slater Neil van der Gugten Andrzej Slawinski Embankment Hydrology and Unsaturated Flow in Waste Rock 305(6) G. Ward Wilson Operation and Monitoring Considerations from a British Columbia Mountain Terrain Perspective 311(12) Tim Eaton Reclamation and Surface Stabilization 323(6) Rene A. Renteria Observational Engineering for Open-Pit Geotechnics: A Case Study of Predictions Versus Performance for the Stability of a High Overburden Embankment over a Soft/Deep Soil Foundation at PT Freeport Indonesias Grasberg Open-Pit Mine 329(16) W. Kevin Walker Mark J. Johnson Construction and Operation of a Major Mined-Rock Disposal Facility at Elkview Coal Corporation, British Columbia 345(6) Brent K. Zeitz Steepened Spoil Slopes at Bridger Coal Company 351(10) William L. Gerhard Design Objectives for Mine Waste Rock Disposal Facilities at Phosphate Mines in Southeastern Idaho 361(2) Brian Buck SECTION 4 TAILINGS AND HEAP LEACHING 363(76) Tailings Dam Stability: Essential Ingredients for Success 365(14) Michael Davies Todd Martin Peter Lighthall A Database of Quantitative Risks in Tailing Management 379(4) Dr. F. Oboni Dr. I. Bruce Management and Operational Background to Three Tailings Dam Failures in South Africa 383(8) Geoffrey Blight Tailings Basin Water Management 391(8) Donald E. Welch The Gold Ridge Mine Tailings Storage Facility: An Australian Case History 399(6) Mike Gowan Glen Fergus Stability Analysis of a Waste Rock Dump of Great Height Founded over a Tailings Impoundment in a High Seismicity Area 405(6) Ramon Verdugo Carlos Andrade Sergio Barrera Jose Lara Stability Issues Related to Tailing Storage and Heap Leach Facilities 411(8) Donald R. East Julio E. Valera Case Study: Stability Analysis of the Cresson Valley Leach Facility (Cripple Creek and Victor Gold Mining Company) 419(8) John F. Lupo Terry Mandziak Radomiro Tomic Secondary Heap Leach Facility 427(8) Carlos Andrade Edgar Bard O Hugo Garrido Jose Campana Influence of the Direction of Ore Placement on the Stability of Ore Heaps on Geomembrane-Lined Pads 435(4) M.E. Smith J.P. Giroud Index 439