Abell?n, A.
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Agliardi, F.
Three—Dimensional Rock Fall Simulation in the Mining Environment Using Hy_Stone | |
Ahangari, K.
The Influence of Horizontal Stress on the Failure Mechanism and Slope Stability in Chador-Malu Iron Open Pit Mine | |
Almarza, C.
Slope Design for Maricunga Mine in Chile | |
Almenara, J.R.
Batu Hijau Open Pit Slope Design Based on Geotechnical Models and Past Performance | |
Aloodari, S.
The Influence of Horizontal Stress on the Failure Mechanism and Slope Stability in Chador-Malu Iron Open Pit Mine | |
Alzo’ubi, A.K.
Progressive Failure Mechanisms in a Slope Prone to Toppling | |
Andrews, P.
The Wallaby Mine: Maintaining Pit Wall Stability for Continued Underground Mining | |
Arbanas, Ž.
Rockfall Hazard Analyses and Rockfall Protection along the Adriatic Coast of Croatia | |
Babboni, F.
IBIS-M, an Innovative Radar for Monitoring Slopes in Open-Pit Mines | Top |
Baczynski, N.R.P.
A Phased Modelling Approach to Identify Passive Drainage Requirements for Ensuring Stability of the Proposed West Wall Cutback at Ok Tedi Mine, Papua New Guinea | |
Distinct Element Analyses for Calibration of Rock Slope Properties | |
High Rock Slope Cutback Geotechnics: A Case Study at Ok Tedi Mine | |
Badger, T.C.
Slope Deformation Monitoring of Rock Excavations, Interstate 90, Snoqualmie Pass, Washington | |
Barker, P.
Application of GeoHazmap to the Pit Slope Design for the Detour Lake Project | |
Bartlett, W.
A Correlation of Slope Velocity and Factor of Safety at Mt Owen Mine | |
Beale, G.
A Review of Key Factors Affecting Mine Dewatering and Slope Depressurization | |
The Role of Depressurization in Stabilizing a Large Pit Slope in Northern Peru | |
Bechet, J.
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Beck, D.A.
Fully Coupled 3D Deformation and Hydrogeology Simulation of an Open Pit Slope in Arctic Conditions | |
Beddoes, R.
Numerical Simulations of Potential Rock Bridge Failure within a Naturally Fractured Rock Mass | |
Bellett, P.
A New and Easy-to-Use Slope Radar Tool for Mine Production Crews | |
Bellin, J.
Integrated Geotechnical-Hydrogeological Field Programs in Open-Pit Mining — A Win-Win Situation? | |
Bester, M.
Mining Open Pit through the Sishen Cave | |
Bloom, J.
Integrated Numerical Modelling and Insar Monitoring of a Slow Moving Slope Instability at Bingham Canyon Mine | |
Bohane, A.
Advanced InSAR Techniques for Mining Applications | |
Brook, M.
Geotechnical Design of the Jwaneng Mine Cut 8 | |
Brouwer, K.J.
Managing Pit Slope Stability at the Kemess South Mine – Changes over Time | |
Large-Scale Slope Instability at the Gold Quarry Mine, Nevada | |
Brown, M.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
Bungard, G.
Photogrammetric Mapping and Survey Assessment of Complex Structural Geology in the Design Analysis of Pit Walls: Superpit, Kalgoorlie | |
Butcher, R.
Optimisation of the Eastern Pit Wall of the Superpit: An Example of a Staged Capital-Delivered Geotechnical Design to Increase Project Value | |
Campbell, L.
A New and Easy-to-Use Slope Radar Tool for Mine Production Crews | Top |
Carini, C.
Monitoring Underground Landslide Displacement: A New MUMS Based Device | |
Carrea, D.
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Carvalho, J.L.
An Introduction to the Christensen Criterion — An Answer to True, Representative Modelling of Intact Rock Yielding/Failure? | |
Castro, L.
Application of GeoHazmap to the Pit Slope Design for the Detour Lake Project | |
Open Pit Mining through a River Sand in a Subarctic Climate using a Mechanically Stabilized Earth Wall | |
Celestino, T.B.
Failure Mechanisms and Rock Mass Damage of High Rock Slopes in Open Pit Mine | |
Chantry, R.
Risk Management of Rockfall/Rockslide Hazard Based on Remote Sensing Techniques: The Example of Arvel Quarry (Switzerland) | |
Chen, G.
Limit Analysis of Seismic Slope Stability Based on Tension-Shear Failure Mechanism | |
Cicchini, P.F.
Error Quantification in Oriented-Core Data and its Influence on Rock Slope Design | |
Clayton, C.
Numerical Simulations of Potential Rock Bridge Failure within a Naturally Fractured Rock Mass | |
Coggan, J.S.
Stability Analysis of a Large Fractured Rock Slope Using a DFN-Based Mass Strength Approach | |
Cooper, S.
The Role of Bedding Planes in Guadalquivir Blue Marls on the Slope Stability in Cobre Las Cruces Open Pit | |
Coppi, F.
IBIS-M, an Innovative Radar for Monitoring Slopes in Open-Pit Mines | |
Cottrell, B.
Application of GeoHazmap to the Pit Slope Design for the Detour Lake Project | |
Cristalli, L.
Monitoring Underground Landslide Displacement: A New MUMS Based Device | |
Crosta, G.B.
Three—Dimensional Rock Fall Simulation in the Mining Environment Using Hy_Stone | |
Cruden, D.
Combining Geology, Morphology and 3D Modelling to Understand the Rock Fall Distribution Along the Railways in the Fraser River Valley, Between Hope and Boston Bar, B.C. | |
Progressive Failure Mechanisms in a Slope Prone to Toppling | |
Cylwik , S.
Error Quantification in Oriented-Core Data and its Influence on Rock Slope Design | |
D’Ambra, S.
Assessment, Monitoring and Ground Control Management of Rock Slope Stability at the Red Dog Open Pit Mine | Top |
Damjanac, B.
Guidelines for Groundwater Modelling in Large Open Pit Mine Design | |
de Bruyn, I.A.
Distinct Element Analyses for Calibration of Rock Slope Properties | |
High Rock Slope Cutback Geotechnics: A Case Study at Ok Tedi Mine | |
A Phased Modelling Approach to Identify Passive Drainage Requirements for Ensuring Stability of the Proposed West Wall Cutback at Ok Tedi Mine, Papua New Guinea | |
The Value of Comprehensive Geotechnical Information: A Comparison of Pre-Feasibility and Feasibility Study Design Outcomes at the Weld Range Iron Ore Project | |
de Graaf, P.J.H.
Applicability of the ‘Observational Method’ to Manage Slope Depressurisation in a Large Open-Cut Mine, South East Prongs Pit, Tom Price, Western Australia | |
Risk Based Geotechnical Slope Reconciliation at Rio Tinto Iron Ore, Pilbara Operations | |
Deligeorges, E.A.
Design, Implementation and Monitoring of Novel Rehabilitation Measures in an Open Pit Gold Mine | |
Dempers, G.D.
A New Approach to Assess Open Pit Slope Stability | |
Derron, M.-H.
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Detournay, C.
Guidelines for Groundwater Modelling in Large Open Pit Mine Design | |
Dight, P.M.
Slope Stability Study of the Main Pit Footwall, Koolan Island, Mt Gibson Iron | |
Dimbungu, L.
Geotechnical Design of the Jwaneng Mine Cut 8 | |
Dixon, R.A.
Risk Based Geotechnical Slope Reconciliation at Rio Tinto Iron Ore, Pilbara Operations | |
Dong, S.
Limit Analysis of Seismic Slope Stability Based on Tension-Shear Failure Mechanism | |
Douglas, S.J.
Large-Scale Slope Instability at the Gold Quarry Mine, Nevada | |
Dowling, J.
A Review of Key Factors Affecting Mine Dewatering and Slope Depressurization | |
Doyle, J.B.
Slope Monitoring and Back Analysis of the East Fault Failure, Bingham Canyon Mine, Utah | |
Duc, J.
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Dunn, M.
Optimisation of the Eastern Pit Wall of the Superpit: An Example of a Staged Capital-Delivered Geotechnical Design to Increase Project Value | |
Eberhardt, E.
Integrated Numerical Modelling and Insar Monitoring of a Slow Moving Slope Instability at Bingham Canyon Mine | Top |
Use of Ground-Based Synthetic Aperture Radar to Investigate Complex 3-D Pit Slope Kinematics | |
Ekkerd, J.N.
De Beers Venetia Mine Cut 4 Slope Optimization | |
Elmo, D.
Numerical Simulations of Potential Rock Bridge Failure within a Naturally Fractured Rock Mass | |
Elmouttie, M.K.
Uncertainty Propagation in Structural Modeling | |
Falorni, G.
Advanced InSAR Techniques for Mining Applications | Top |
Farina, P.
IBIS-M, an Innovative Radar for Monitoring Slopes in Open-Pit Mines | |
Festl, J.
Towards a Low Cost 3D Early Warning System for Unstable Alpine Slopes — The Aggenalm Landslide Monitoring System | |
Festl , J.
The Aggenalm Landslide — First Findings of the Acquired Monitoring Data | |
Fey, C.
Back-Calculation of Medium-Scale Rockfalls Using an Empirical GIS Model | |
Fietze, C.P.
Comparison of Borehole Discontinuity Data Collection Methods — Uncertainty and Quality Concerns | |
Open Pit Bench Failure Volume Analysis and Berm Design — Is it Realistic? | |
Geotechnical Characteristics of the African Copperbelt Saprolites and their Influence on Pit Slopes | |
Fortin, S.
Investigation, Design and Development of the Valley Pit Big Bear Pushback at the Teck Highland Valley Copper Mine | |
Use of Ground-Based Synthetic Aperture Radar to Investigate Complex 3-D Pit Slope Kinematics | |
Fowler, A.
Applications of Advanced Laser Scanning Technology in Geology | |
France, J.I.
Applications of Advanced Laser Scanning Technology in Geology | |
Fredlund, D.G.
Three-Dimensional Limit Equilibrium Slope Stability Benchmarking | |
Fredlund, M.D.
Three-Dimensional Limit Equilibrium Slope Stability Benchmarking | |
Fuenzalida, R.
Slope Optimization for the Hypogene Project at Carmen de Andacollo Pit, Chile | |
Fujii, Y.
Analysis of Natural Rock Slope Deformations under Temperature Variation: A Case Study from Japan | |
Gaida, M.
Integrated Numerical Modelling and Insar Monitoring of a Slow Moving Slope Instability at Bingham Canyon Mine | Top |
Galera, J.M.
The Role of Bedding Planes in Guadalquivir Blue Marls on the Slope Stability in Cobre Las Cruces Open Pit | |
Georgakopoulos, A.
Remedial Measures for the Restoration of an Extensive Rock Slope Failure at the Right Abutment of the Thisavros Dam, Nestos River, Greece | |
Giacomini , A.
In Situ Experiments of Rockfall in an Open Pit Coal Mine | |
Ginting, A.
Geotechnical Risk Management and Mitigation at Grasberg Open Pit, PT Freeport Indonesia | |
Greer, S.
Numerical Simulations of Potential Rock Bridge Failure within a Naturally Fractured Rock Mass | |
Grenon, M.
Integrated Geotechnical Feasibility Analysis for an Open Pit Mine in the Canadian Arctic | |
Grošić, M.
Rockfall Hazard Analyses and Rockfall Protection along the Adriatic Coast of Croatia | |
Guo , Y.H.
Stochastic Mechanical Stability Analysis of a High Slope for a Hydropower Station | |
Gwynn, X.P.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
Hadjigeorgiou, J.
Integrated Geotechnical Feasibility Analysis for an Open Pit Mine in the Canadian Arctic | Top |
Haley, J.E.
The Assessment of the Cover Requirement for a Buried Penstock Affected by a Rockfall Hazard | |
Hammah , R.E.
An Introduction to the Christensen Criterion — An Answer to True, Representative Modelling of Intact Rock Yielding/Failure? | |
Hamman, E.C.F.
Application of Blasting Fundamentals to Argue a Case for Limit Blasting | |
Hancox, G.
Back Analysis of Landslides Triggered by Earthquakes — Some Implications for Future Practice | |
Handy, J.
Accurate LIDAR Change Detection for Slope Stability and Rockfall Monitoring | |
Hazzard , J.
Guidelines for Groundwater Modelling in Large Open Pit Mine Design | |
Heimbach, J.
Fully Coupled 3D Deformation and Hydrogeology Simulation of an Open Pit Slope in Arctic Conditions | |
Hewson, S.
Optimisation of the Eastern Pit Wall of the Superpit: An Example of a Staged Capital-Delivered Geotechnical Design to Increase Project Value | |
Use of Three-Dimensional Distinct Element Numerical Modelling to Determine Ultimate Pit Slope Stability in Areas of Highly Dense Relict Underground Openings: Super Pit, Kalgoorlie | |
Photogrammetric Mapping and Survey Assessment of Complex Structural Geology in the Design Analysis of Pit Walls: Superpit, Kalgoorlie | |
Holley, S.
The Wallaby Mine: Maintaining Pit Wall Stability for Continued Underground Mining | |
Holmes, A.T.
Investigation, Design and Development of the Valley Pit Big Bear Pushback at the Teck Highland Valley Copper Mine | |
Hormazabal, E.
Slope Design for Maricunga Mine in Chile | |
Slope Optimization for the Hypogene Project at Carmen de Andacollo Pit, Chile | |
Hornsby, P.
Comparison of Borehole Discontinuity Data Collection Methods — Uncertainty and Quality Concerns | |
Geotechnical Characteristics of the African Copperbelt Saprolites and their Influence on Pit Slopes | |
Open Pit Bench Failure Volume Analysis and Berm Design — Is it Realistic? | |
Hucker, P.
Design, Implementation and Monitoring of Novel Rehabilitation Measures in an Open Pit Gold Mine | |
Ilyinov, M.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | Top |
Jaboyedoff, M.
Risk Management of Rockfall/Rockslide Hazard Based on Remote Sensing Techniques: The Example of Arvel Quarry (Switzerland) | Top |
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Jack, A.G.
Geotechnical Implications of Tropical Weathering Profiles in Iron Ore | |
Jenkins, P.A.
A New Approach to Assess Open Pit Slope Stability | |
Jermy, C.A.
Comparison of Borehole Discontinuity Data Collection Methods — Uncertainty and Quality Concerns | |
Geotechnical Characteristics of the African Copperbelt Saprolites and their Influence on Pit Slopes | |
Open Pit Bench Failure Volume Analysis and Berm Design — Is it Realistic? | |
Jiang, J.J.
Slope Stability Study of the Main Pit Footwall, Koolan Island, Mt Gibson Iron | |
Johnson, T.M.
Risk Based Geotechnical Slope Reconciliation at Rio Tinto Iron Ore, Pilbara Operations | |
Jones, E.
The Wallaby Mine: Maintaining Pit Wall Stability for Continued Underground Mining | |
Kabuya Mukendi, J.
Integrated Geotechnical Feasibility Analysis for an Open Pit Mine in the Canadian Arctic | Top |
Kasama, K.
Limit Analysis of Seismic Slope Stability Based on Tension-Shear Failure Mechanism | |
Kelso, I.J.
Highwall Slope Stabilisation by the Softwall Method | |
Kemeny, J.
Accurate LIDAR Change Detection for Slope Stability and Rockfall Monitoring | |
Kimball, P.B.
The Assessment of the Cover Requirement for a Buried Penstock Affected by a Rockfall Hazard | |
Kniest, E.
In Situ Experiments of Rockfall in an Open Pit Coal Mine | |
Kodama, J.
Analysis of Natural Rock Slope Deformations under Temperature Variation: A Case Study from Japan | |
Kodama, N.
Analysis of Natural Rock Slope Deformations under Temperature Variation: A Case Study from Japan | |
Kraemer, D.
Accurate LIDAR Change Detection for Slope Stability and Rockfall Monitoring | |
Kuppusamy, V.
Comparison of Borehole Discontinuity Data Collection Methods — Uncertainty and Quality Concerns | |
Geotechnical Characteristics of the African Copperbelt Saprolites and their Influence on Pit Slopes | |
Open Pit Bench Failure Volume Analysis and Berm Design — Is it Realistic? | |
Lambert, C.
In Situ Experiments of Rockfall in an Open Pit Coal Mine | Top |
Leblanc, D.
Integrated Geotechnical Feasibility Analysis for an Open Pit Mine in the Canadian Arctic | |
Lelono, H.D.
Batu Hijau Open Pit Slope Design Based on Geotechnical Models and Past Performance | |
Leoni, L.
Use of Ground-Based Synthetic Aperture Radar to Investigate Complex 3-D Pit Slope Kinematics | |
IBIS-M, an Innovative Radar for Monitoring Slopes in Open-Pit Mines | |
Li, C.
Load Increasing Method for Analysis of Slope Earthquake Stability | |
Li, X.P.
Stochastic Mechanical Stability Analysis of a High Slope for a Hydropower Station | |
Liu, Y.
Load Increasing Method for Analysis of Slope Earthquake Stability | |
Lorig, L.
Guidelines for Groundwater Modelling in Large Open Pit Mine Design | |
Loupasakis, C.
Remedial Measures for the Restoration of an Extensive Rock Slope Failure at the Right Abutment of the Thisavros Dam, Nestos River, Greece | |
Lowell, S.M.
Slope Deformation Monitoring of Rock Excavations, Interstate 90, Snoqualmie Pass, Washington | |
Lu, H.
Three-Dimensional Limit Equilibrium Slope Stability Benchmarking | |
Lucas, D.
Applicability of the ‘Observational Method’ to Manage Slope Depressurisation in a Large Open-Cut Mine, South East Prongs Pit, Tom Price, Western Australia | |
Macciotta , R.
Combining Geology, Morphology and 3D Modelling to Understand the Rock Fall Distribution Along the Railways in the Fraser River Valley, Between Hope and Boston Bar, B.C. | Top |
Martin, C.D.
Combining Geology, Morphology and 3D Modelling to Understand the Rock Fall Distribution Along the Railways in the Fraser River Valley, Between Hope and Boston Bar, B.C. | |
Progressive Failure Mechanisms in a Slope Prone to Toppling | |
Mathis, J.
Fully Coupled 3D Deformation and Hydrogeology Simulation of an Open Pit Slope in Arctic Conditions | |
Photogrammetric Discontinuity Mapping as Applied to Structural Interpretation and Drillhole Planning at Barrick’s Williams Pit | |
Matte, P.
Integrated Geotechnical Feasibility Analysis for an Open Pit Mine in the Canadian Arctic | |
Mayer, L.
IBIS-M, an Innovative Radar for Monitoring Slopes in Open-Pit Mines | |
McCracken, A.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
McGavigan , G.M.
Mining Open Pit through the Sishen Cave | |
McGlone, M.
The Role of Depressurization in Stabilizing a Large Pit Slope in Northern Peru | |
Mercer, R.A.
Managing Pit Slope Stability at the Kemess South Mine – Changes over Time | |
Merry, P.
Open Pit Mining through a River Sand in a Subarctic Climate using a Mechanically Stabilized Earth Wall | |
Mihalić, S.
Rockfall Hazard Analyses and Rockfall Protection along the Adriatic Coast of Croatia | |
Mikkelsen, P.E.
Slope Deformation Monitoring of Rock Excavations, Interstate 90, Snoqualmie Pass, Washington | |
Minet, C.
A GIS Tool for Objective Suitability Evaluation of the Differential Radar Interferometry Method for Deformation Monitoring of Landslides | |
Mochalov, A.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
Mohr, P.
Integrated Geotechnical-Hydrogeological Field Programs in Open-Pit Mining — A Win-Win Situation? | |
Morgan, J.
Advanced InSAR Techniques for Mining Applications | |
Morgenstern, N.R.
Combining Geology, Morphology and 3D Modelling to Understand the Rock Fall Distribution Along the Railways in the Fraser River Valley, Between Hope and Boston Bar, B.C. | |
Morozov, K.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
Mufundirwa, A.
Analysis of Natural Rock Slope Deformations under Temperature Variation: A Case Study from Japan | |
Murphy, W.
Back Analysis of Landslides Triggered by Earthquakes — Some Implications for Future Practice | |
Mylvaganam, J.
A Phased Modelling Approach to Identify Passive Drainage Requirements for Ensuring Stability of the Proposed West Wall Cutback at Ok Tedi Mine, Papua New Guinea | |
Distinct Element Analyses for Calibration of Rock Slope Properties | |
High Rock Slope Cutback Geotechnics: A Case Study at Ok Tedi Mine | |
Narendranathan, S.
Determination of Shear Strength Parameters for Foliated Rock Masses | |
New, C.E.S.
Applicability of the ‘Observational Method’ to Manage Slope Depressurisation in a Large Open-Cut Mine, South East Prongs Pit, Tom Price, Western Australia | Top |
Noon, D.
A New and Easy-to-Use Slope Radar Tool for Mine Production Crews | |
Noorani, R.
The Influence of Horizontal Stress on the Failure Mechanism and Slope Stability in Chador-Malu Iron Open Pit Mine | |
Norrish , N.I.
Slope Deformation Monitoring of Rock Excavations, Interstate 90, Snoqualmie Pass, Washington | |
Norton, B.
Accurate LIDAR Change Detection for Slope Stability and Rockfall Monitoring | |
Norvatov, Y.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
Novali, F.
Advanced InSAR Techniques for Mining Applications | |
O’Bryan, P.R
Design, Implementation and Monitoring of Novel Rehabilitation Measures in an Open Pit Gold Mine | Top |
Ogorodnikov, S.
Comparison between Russian Code of Practice and International Style Slope Stability Analysis | |
Oppikofer, T.
Risk Management of Rockfall/Rockslide Hazard Based on Remote Sensing Techniques: The Example of Arvel Quarry (Switzerland) | |
Osasan, S.K.
Effective Use of the Slope Stability Radar for Mine Slope Monitoring — Reference to the Movement and Surveying Radar (MSR) | |
Pano, K.
Slope Stability Study of the Main Pit Footwall, Koolan Island, Mt Gibson Iron | Top |
Parker, R.N.
Back Analysis of Landslides Triggered by Earthquakes — Some Implications for Future Practice | |
Pedrazzini, A.
Risk Management of Rockfall/Rockslide Hazard Based on Remote Sensing Techniques: The Example of Arvel Quarry (Switzerland) | |
Sandbox Simulation of Slope Failure Mechanisms with 3D Digitizer | |
Perez, C.
The Role of Bedding Planes in Guadalquivir Blue Marls on the Slope Stability in Cobre Las Cruces Open Pit | |
Perez, V.
The Role of Depressurization in Stabilizing a Large Pit Slope in Northern Peru | |
Pilz, J.
Three—Dimensional Rock Fall Simulation in the Mining Environment Using Hy_Stone | |
Pine, R.J.
Stability Analysis of a Large Fractured Rock Slope Using a DFN-Based Mass Strength Approach | |
Pizarro, E.
Slope Design for Maricunga Mine in Chile | |
Plank, S.
A GIS Tool for Objective Suitability Evaluation of the Differential Radar Interferometry Method for Deformation Monitoring of Landslides | |
Poespito, T.S.
Batu Hijau Open Pit Slope Design Based on Geotechnical Models and Past Performance | |
Poropat, G.V.
Assessment of Surface Roughness of Exposed Discontinuities | |
Uncertainty Propagation in Structural Modeling | |
Pozo, V.
The Role of Bedding Planes in Guadalquivir Blue Marls on the Slope Stability in Cobre Las Cruces Open Pit | |
Prager, C.
Back-Calculation of Medium-Scale Rockfalls Using an Empirical GIS Model | |
Price, J.R.
Distinct Element Analyses for Calibration of Rock Slope Properties | |
Rabus, B.
Integrated Numerical Modelling and Insar Monitoring of a Slow Moving Slope Instability at Bingham Canyon Mine | Top |
Rankhododo, N.E.
De Beers Venetia Mine Cut 4 Slope Optimization | |
Reese, J.D.
Slope Monitoring and Back Analysis of the East Fault Failure, Bingham Canyon Mine, Utah | |
Reidel, J.
A Review of Key Factors Affecting Mine Dewatering and Slope Depressurization | |
Reusch, F.
Fully Coupled 3D Deformation and Hydrogeology Simulation of an Open Pit Slope in Arctic Conditions | |
Rex, A.
Integrated Geotechnical-Hydrogeological Field Programs in Open-Pit Mining — A Win-Win Situation? | |
Ricci, P.
IBIS-M, an Innovative Radar for Monitoring Slopes in Open-Pit Mines | |
Robles, H.
The Role of Depressurization in Stabilizing a Large Pit Slope in Northern Peru | |
Robotham, M.E.
Keynote Paper: Slope Design in Large Open Pit Mines | |
Rogers, S.
Numerical Simulations of Potential Rock Bridge Failure within a Naturally Fractured Rock Mass | |
Rose, N.D.
Investigation, Design and Development of the Valley Pit Big Bear Pushback at the Teck Highland Valley Copper Mine | |
Keynote Paper: Investigating the Effects of Mining-Induced Strain in Open Pit Slopes | |
Rougier, M.
Open Pit Mining through a River Sand in a Subarctic Climate using a Mechanically Stabilized Earth Wall | |
Rozos, D.
Remedial Measures for the Restoration of an Extensive Rock Slope Failure at the Right Abutment of the Thisavros Dam, Nestos River, Greece | |
Ruest, M.
De Beers Venetia Mine Cut 4 Slope Optimization | |
Geotechnical Design of the Jwaneng Mine Cut 8 | |
Ryan, T.M.
Error Quantification in Oriented-Core Data and its Influence on Rock Slope Design | |
Segalini , A.
Monitoring Underground Landslide Displacement: A New MUMS Based Device | Top |
Sellmeier, B.
Possibilities and Limitations of 2D and 3D Rockfall Modeling — Finding an Optimal Way for the Integration of Protection Systems | |
Severin, J.
Use of Ground-Based Synthetic Aperture Radar to Investigate Complex 3-D Pit Slope Kinematics | |
Seymour, C.R.W.
A New Approach to Assess Open Pit Slope Stability | |
Shamekhi, E.
Cedar Pit Highwall and Fault Monitoring with Photogrammetry at Elkview Mine | |
Sheets, R.J.
Large-Scale Slope Instability at the Gold Quarry Mine, Nevada | |
Simmons, J.V.
Extensional Deformation Triggers for Potential Composite Failure of Bedded Rock Slopes | |
Singer, J.
A GIS Tool for Objective Suitability Evaluation of the Differential Radar Interferometry Method for Deformation Monitoring of Landslides | |
Towards a Low Cost 3D Early Warning System for Unstable Alpine Slopes — The Aggenalm Landslide Monitoring System | |
The Aggenalm Landslide — First Findings of the Acquired Monitoring Data | |
Sintim, K.
Application of GeoHazmap to the Pit Slope Design for the Detour Lake Project | |
Soto, F.
The Role of Depressurization in Stabilizing a Large Pit Slope in Northern Peru | |
St. Louis, R.M.
Large-Scale Slope Instability at the Gold Quarry Mine, Nevada | |
Stampfli, E.
Risk Management of Rockfall/Rockslide Hazard Based on Remote Sensing Techniques: The Example of Arvel Quarry (Switzerland) | |
Stawski, M.
Geotechnical Risk Management and Mitigation at Grasberg Open Pit, PT Freeport Indonesia | |
Stead, D.
Integrated Numerical Modelling and Insar Monitoring of a Slow Moving Slope Instability at Bingham Canyon Mine | |
Styles, T.D.
Stability Analysis of a Large Fractured Rock Slope Using a DFN-Based Mass Strength Approach | |
Integrated Numerical Modelling and Insar Monitoring of a Slow Moving Slope Instability at Bingham Canyon Mine | |
Sun , J.
Load Increasing Method for Analysis of Slope Earthquake Stability | |
Szymakowski, J.
Measuring Discontinuity Orientation in High Temperature Boreholes | |
Tannant, D.D.
Cedar Pit Highwall and Fault Monitoring with Photogrammetry at Elkview Mine | Top |
Tapia, M.
Slope Optimization for the Hypogene Project at Carmen de Andacollo Pit, Chile | |
Thoeni, K.
In Situ Experiments of Rockfall in an Open Pit Coal Mine | |
Thompson, A.G.
Design, Implementation and Monitoring of Novel Rehabilitation Measures in an Open Pit Gold Mine | |
Slope Instability in Jointed Rock and Design of Ground Support | |
Small Scale Open Pit Design with Limited Geotechnical Knowledge and Resources | |
Thuro, K.
A GIS Tool for Objective Suitability Evaluation of the Differential Radar Interferometry Method for Deformation Monitoring of Landslides | |
Possibilities and Limitations of 2D and 3D Rockfall Modeling — Finding an Optimal Way for the Integration of Protection Systems | |
The Aggenalm Landslide — First Findings of the Acquired Monitoring Data | |
Towards a Low Cost 3D Early Warning System for Unstable Alpine Slopes — The Aggenalm Landslide Monitoring System | |
Tomlinson, C.
Managing Pit Slope Stability at the Kemess South Mine – Changes over Time | |
Truong, M.
Applications of Advanced Laser Scanning Technology in Geology | |
Tunono, A.B.
Geotechnical Design of the Jwaneng Mine Cut 8 | |
Udovič, D.
Rockfall Hazard Analyses and Rockfall Protection along the Adriatic Coast of Croatia | Top |
Valenzuela, P.J.
Optimal Dip Angle for Cablebolting in Open Pits | Top |
van den Elzen, L.
Small Scale Open Pit Design with Limited Geotechnical Knowledge and Resources | |
van Rensburg, D.
Slope Stability Radar Monitoring of a Drape Meshed Pit Slope at Mogalakwena Platinum Mine, Limpopo Province, South Africa | |
Vega, L.
The Role of Bedding Planes in Guadalquivir Blue Marls on the Slope Stability in Cobre Las Cruces Open Pit | |
Venter, J.
Risk Based Geotechnical Slope Reconciliation at Rio Tinto Iron Ore, Pilbara Operations | |
Walker, D.J.H.
High Rock Slope Cutback Geotechnics: A Case Study at Ok Tedi Mine | Top |
The Value of Comprehensive Geotechnical Information: A Comparison of Pre-Feasibility and Feasibility Study Design Outcomes at the Weld Range Iron Ore Project | |
Walker, S.
Ramp Failure — A Case Study of Monitoring and Management for Controlled Instability | |
Wessels, S.D.N.
Risk Based Geotechnical Slope Reconciliation at Rio Tinto Iron Ore, Pilbara Operations | |
Wichmann, V.
Back-Calculation of Medium-Scale Rockfalls Using an Empirical GIS Model | |
Widiadi, R.
Geotechnical Risk Management and Mitigation at Grasberg Open Pit, PT Freeport Indonesia | |
Wines, D.
Use of Three-Dimensional Distinct Element Numerical Modelling to Determine Ultimate Pit Slope Stability in Areas of Highly Dense Relict Underground Openings: Super Pit, Kalgoorlie | |
Yang, D.Y.
Large-Scale Slope Instability at the Gold Quarry Mine, Nevada | Top |
Managing Pit Slope Stability at the Kemess South Mine – Changes over Time | |
Yang, W.M.
Stochastic Mechanical Stability Analysis of a High Slope for a Hydropower Station | |
Yu, D.J.
Stochastic Mechanical Stability Analysis of a High Slope for a Hydropower Station | |
Zangerl, C.
Back-Calculation of Medium-Scale Rockfalls Using an Empirical GIS Model | Top |
Zavodni, Z.M.
Three—Dimensional Rock Fall Simulation in the Mining Environment Using Hy_Stone | |
Zea, E.
Failure Mechanisms and Rock Mass Damage of High Rock Slopes in Open Pit Mine | |
Zen, K.
Limit Analysis of Seismic Slope Stability Based on Tension-Shear Failure Mechanism | |
Zhang, Y.
Limit Analysis of Seismic Slope Stability Based on Tension-Shear Failure Mechanism | |
Zhao, T.
Load Increasing Method for Analysis of Slope Earthquake Stability | |
Zhu, W.S.
Stochastic Mechanical Stability Analysis of a High Slope for a Hydropower Station | |
Z??iga, G.
Slope Optimization for the Hypogene Project at Carmen de Andacollo Pit, Chile | |
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