| 中文摘要 | 第3-5页 |
| ABSTRACT | 第5-7页 |
| CHAPTER 1 INTRODUCTION | 第16-22页 |
| 1.1 BRIEF INTRODUCTION ABOUT SLOPE STABILITY ANALYSIS | 第16-18页 |
| 1.2 BACK GROUND INFORMATION ABOUT SOUTHERN SLOPE CHENGMENSHAN OPEN PITCOPPER MINE | 第18-19页 |
| 1.3 RESEARCH OBJECTIVES | 第19-20页 |
| 1.4 THESIS OUTLINE | 第20-22页 |
| CHAPTER 2 INTRODUCE THE STUDY CASE | 第22-30页 |
| 2.1 CASE STUDY INFORMATION | 第22-23页 |
| 2.2 GELOGICAL CONDITION OF CHENGMENGSHAN AREA | 第23-25页 |
| 2.2.1The Characteristics of the Exposed Rock in the Region | 第23页 |
| 2.2.2 Seismic | 第23-25页 |
| 2.3 WATER CONDITION OF CASE STUDY | 第25-27页 |
| 2.3.1 Hydrogeology of mining area | 第25-26页 |
| 2.3.2 Water around the mining area | 第26-27页 |
| 2.4 STABILITY PROBLEMS | 第27-30页 |
| CHAPTER 3 DATA COLLECTION FOR CASE STUDY | 第30-34页 |
| 3.1 INTRODUCTION | 第30页 |
| 3.2 ENGINEERING GEOLOGY | 第30-32页 |
| 3.2.1 Characteristics of Rocks in mining area | 第30页 |
| 3.2.2 Structural Geology | 第30-32页 |
| 3.3 AQUIFERS IN MINING AREA | 第32-33页 |
| 3.4 Mainly impermeable layers | 第33-34页 |
| CHAPTER 4 WATER IMPACT ON SLOPE STABILITY | 第34-50页 |
| 4.1 GENERAL IMPACT OF WATER ON MINING | 第34-37页 |
| 4.1.1 Introduction | 第34-35页 |
| 4.1.2 General mine dewatering | 第35-36页 |
| 4.1.3 Pit slope depressurization and general mine dewatering | 第36-37页 |
| 4.2 WATER CONTROL PROGRAMMING (MODFLOW) IN THIS STUDY CASE | 第37-45页 |
| 4.2.1 Water control model in Chengmenshan Copper mine | 第37页 |
| 4.2.2 A Groundwater Chengmenshan Copper MODFLOW numerical model | 第37-39页 |
| 4.2.3 Groundwater flow simulation area features | 第39-45页 |
| 4.3 SIMULATION RESULTS AND DISCUSSIONS | 第45-48页 |
| Conclusion | 第48-50页 |
| CHAPTER 5 LITERATURE REVIEW OF SLOPE STABILITYANALYSIS | 第50-70页 |
| 5.1 SLOPE STABILITY ANALYSIS METHODS | 第50页 |
| 5.2 LIMIT EQUILIBRIUM ANALYSIS METHODS | 第50-58页 |
| 5.2.1 Limit Equilibrium Principle | 第50-51页 |
| 5.2.2 Limit Equilibrium Analysis Methods | 第51-56页 |
| 5.2.3 Searching the Critical Failure Surface | 第56-57页 |
| 5.2.4 Critical failure surface methods | 第57-58页 |
| 5.3 FINITE ELEMENT METHODS | 第58-59页 |
| 5.3.1 Principal of finite element methods | 第59页 |
| 5.4 APPLICATIONS OF THE FINITE ELEMENT IN SLOPE STABILITY ANALYSIS | 第59-70页 |
| 5.4.1 Elasto –Plastic method | 第59-63页 |
| 5.4.2 Strength reduction method | 第63-64页 |
| 5.4.3 Strength reduction method and stability analysis | 第64-70页 |
| CHAPTER 6 ANALYSIS OF SOUTHERN SLOPE STABILITY ANDREINFORCEMENT PROGRAM | 第70-108页 |
| 6.1 INTRODUCTION | 第70-71页 |
| 6.2 THE SLOPE STABILITY CALCULATIONS AND RESULTS | 第71-103页 |
| 6.2.1 Geo-Studio software limit equilibrium analysis | 第72-77页 |
| 6.2.2 Geo-Studio software finite element method | 第77-83页 |
| 6.2.3 Slide Software | 第83-87页 |
| 6.2.4 Phase2 software | 第87-103页 |
| 6.3 REINFORCEMENT OF THE SOUTHERN SLOPE OF CHENGMENSHAN | 第103-106页 |
| 6.4 RESULTS AND DISCUSSION | 第106-108页 |
| CHAPTER 7 INFLUENCE OF DILATION ANGLE IN SLOPESTABILITY AMONG OTHER STRENGTH PARAMETERS | 第108-116页 |
| 7.1 STUDY THE INFLUENCE OF DILATION ANGLE IN SLOPE STABILITY | 第108-116页 |
| 7.1.1 The relation between friction angle and dilation angle | 第109-110页 |
| 7.1.2 Slope Stability Examples | 第110-112页 |
| 7.1.3 Analysis procedure | 第112-114页 |
| 7.1.4 Results and discussions | 第114-116页 |
| CHAPTER 8 A REVIEW ON SLOPE MONITORING ANDAPPLICATION METHODS IN OPEN PIT MINING ACTIVITIES | 第116-130页 |
| 8.1 INTRODUCTION | 第116-117页 |
| 8.2 OPEN PIT SLOPE MONITORING METHODS | 第117-122页 |
| 8.2.1 Current common slope monitoring methods | 第117-122页 |
| 8.3 SURVEY MONITORING TECHNIQUES | 第122-126页 |
| 8.3.1 Total Station | 第122-123页 |
| 8.3.2 Global position system (GPS) | 第123页 |
| 8.3.3 Slope Monitoring Radar | 第123-126页 |
| 8.4 SLOPE MONITORING AND DATA MANAGEMENT | 第126-128页 |
| 8.4.1 Risk managements | 第126页 |
| 8.4.2 Multiple monitoring tools managements | 第126-128页 |
| 8.5 CONCLUSION | 第128-130页 |
| CHAPTER 9 CONCLUSIONS | 第130-136页 |
| 9.1 THE STABILITY ANALYSIS OF SOUTHERN SLOPE | 第130-132页 |
| 9.2 THREE-DIMENSIONAL GROUNDWATER CHENGMENSHAN COPPER MODFLOWNUMERICAL MODEL | 第132-133页 |
| 9.3 RESULTS AND DISCUSSIONS OF DILATION ANGLE PARAMETERS IN SLOPE STABILITY | 第133-134页 |
| 9.4 CONCLUSION OF SLOPE MONITORING AND APPLICATION METHODS IN OPEN PIT MINE | 第134-136页 |
| ACKNOWLEDGEMENTS | 第136-138页 |
| REFERENCES | 第138-146页 |
| APPENDIX | 第146-179页 |
