Waihi Underground Mine Report - August 2002
| (Click on the bold headings below to view the report in sections) | ||
| EXECUTIVE SUMMARY (63.4KB) | 1 | |
| 1 | INTRODUCTION (61.4KB) | 10 |
| 1.1 | Brief history of mining at Martha Hill, Waihi | 10 |
| 1.2 | Historical subsidences and collapses | 10 |
| 1.3 | Study objectives | 13 |
| 1.4 | Limitations of the study | 14 |
| 1.5 | Acknowledgements | 15 |
| 2 | VERIFICATION OF DATA AND CALCULATION OF STOPE BLOCK VOLUMES (73.6KB) | 16 |
| 2.1 | Historical data review | 16 |
| 2.2 | Filled and unfilled stopes and stope volume | 16 |
| 3 | ROCK MASS CHARACTERISTICS (97.8KB) | 20 |
| 3.1 | Classification of materials | 20 |
| 3.2 | Material properties | 21 |
| 3.3 | Rock mass classification | 22 |
| 3.4 | Defect orientations | 23 |
| 3.5 | In situ stresses | 24 |
| 4 | STOPE STABILITY ASSESSMENT (72.1KB) | 25 |
| 4.1 | Modified Mathews methods | 25 |
| 4.1.1 | The Stability Graph method (Hoek et al. 1995, Potvin et al. 1989) | 25 |
| 4.1.2 | Mining Rock Mass Rating (MRMR) stability assessment (Laubscher 1993) | 26 |
| 4.2 | Migration of voids | 26 |
| 4.3 | Crown pillar stability | 26 |
| 4.4 | Hanging wall collapse | 27 |
| 5 | BACK ANALYSIS OF PREVIOUS FAILURES (90.3KB) | 27 |
| 5.1 | Mathews method | 27 |
| 5.1.1 | Stability graph method | 27 |
| 5.1.2 | MRMR method | 28 |
| 5.1.3 | Comments | 28 |
| 5.2 | Factors effecting void Migration | 29 |
| 5.2.1 | Bulking Factors in Rock | 29 |
| 5.2.2 | Void migration | 30 |
| 5.3 | Crown pillar stability | 32 |
| 5.4 | Failure of welded ignimbrite layer | 32 |
| 5.5 | Hanging wall collapse | 33 |
| 5.6 | Conclusions on back analysis and failure mechanisms | 33 |
| 6 | ANALYSIS OF ROYAL, EMPIRE AND EDWARD STOPES (95.3KB) | 35 |
| 6.1 | Procedure for modelling stopes in three dimensions and estimating stope volume | 38 |
| 6.2 | Back – analysis of the Royal Lode collapses | 39 |
| 6.2.1 | The 1961 and 1999 subsidence craters | 39 |
| 6.2.2 | The 2001 subsidence crater | 40 |
| 7 | SHAFTS (46.6KB) | 42 |
| 7.1 | Subsidence hazard from abandoned shafts | 42 |
| 7.2 | Remedial action | 44 |
| 8 | VIBRATIONS ASSESSMENT (40.1KB) | 44 |
| 9 | SETTLEMENT AND GROUNDWATER MONITORING (51.2KB) | 45 |
| 9.1 | Groundwater levels | 46 |
| 9.2 | Surface settlement | 47 |
| 10 | PROBABILISTIC HAZARD AND RISK ASSESSMENT (109.6KB) | 49 |
| 10.1 | Probabilistic hazard zones for stopes | 50 |
| 10.2 | Risk assessment | 52 |
| 10.2.1 | Probability of a collapse at Waihi | 52 |
| 10.2.2 | Risk assessment review by Tony Taig | 54 |
| 10.2.3 | Properties and people at risk | 54 |
| 10.2.4 | Comparison with the Individual and Societal Risk criteria | 58 |
| 10.2.5 | Collapse of Shafts | 61 |
| 10.2.6 | Combining probabilities | 61 |
| 11 | MITIGATION MEASURES (57.4KB) | 62 |
| 11.1 | Royal and Empire lodes | 62 |
| 11.2 | Edward South Lode | 62 |
| 11.3 | Mitigation Measures and Costs | 63 |
| 12 | SUMMARY, CONCLUSIONS AND RECOMMENDATIONS (60.2KB) | 65 |
| 12.1 | Summary and Conclusions | 65 |
| 12.2 | Recommendations for Further work | 67 |
| 13 | REFERENCES (47.5KB) | 68 |
| 14 | GLOSSARY OF TERMS USED (46.2KB) | 72 |
| 15 | APPENDIX 1 GNS CLIENT REPORT 2002-21 (5.3MB) | 75 |
| 16 | APPENDIX 2 REVIEW COMMENTS FROM TONY TAIG (103.6KB) | 76 |