Comprehensive rock engineering : principles, practice & projects / / editor-in-chief, John A. Hudson |
Edizione | [First edition.] |
Pubbl/distr/stampa | Oxford, England : , : Pergamon Press Ltd, , 1993 |
Descrizione fisica | 1 online resource (866 p.) |
Disciplina | 624.1/5132 |
Collana | Excavation, Support and Monitoring |
Soggetto topico | Rock mechanics |
ISBN | 1-4832-8781-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Excavation, Support and Monitoring; Copyright Page; Table of Contents; Preface; Contributors to Volume 4; Contents of All Volumes; Chapter 1. The Construction Process; 1.1 INTRODUCTION; 1.2 EXCAVATION; 1.3 SUPPORT; 1.4 MONITORING; 1.5 CONCLUSIONS; 1.6 REFERENCES; Chapter 2. Mechanisms of Rock Fragmentation by Blasting; 2.1 INTRODUCTION; 2.2 HISTORY OF THE CONTROVERSY; 2.3 STRESS WAVE MECHANISMS; 2.4 GAS PRESSURIZATION MECHANISMS; 2.5 CRATER BLASTING; 2.6 CONTROLLED FRACTURING; 2.7 APPLICATIONS IN CONSTRUCTION AND QUARRY BLASTING; 2.8 SUMMARY; 2.9 REFERENCES
Chapter 3. Methods of Improving Blasting Operations3.1 INTRODUCTION; 3.2 FRAGMENTATION; 3.3 DAMAGE; 3.4 ENVIRONMENTAL ASPECTS; 3.5 REFERENCES; Chapter 4. Blast Monitoring: Regulations, Methods and Control Techniques; 4.1 INTRODUCTION; 4.2 BLAST VIBRATION -GENERAL; 4.3 METHODS; 4.4 REGULATIONS; 4.5 CONTROL; 4.6 PRODUCTIVITY; 4.7 CONCLUSIONS; 4.8 APPENDIX -RESPONSE SPECTRUM CALCULATIONS; 4.9 REFERENCES; Chapter 5. Blast Vibration Monitoring for Rock Engineering; 5.1 INTRODUCTION; 5.2 RANGE OF BLAST EFFECTS; 5.3 CHARACTER OF BLAST EXCITATION AND STRUCTURAL RESPONSE 5.4 MEASUREMENT INSTRUMENTS AND THEIR DEPLOYMENT5.5 STRUCTURAL RESPONSE; 5.6 CONTROLLING BLAST EFFECTS; 5.7 REFERENCES; Chapter 6. Computer Modeling and Simulation of Percussive Drilling of Rock; 6.1 INTRODUCTION; 6.2 ELASTIC WAVES IN RODS; 6.3 MODELING PERCUSSIVE DRILLING; 6.4 SIMULATION AND VALIDATION; 6.5 SUMMARY AND CONCLUSIONS; 6.6 REFERENCES; Chapter 7. The Mechanics of Rock Cutting; 7.1 INTRODUCTION; 7.2 EXCAVATION MACHINES; 7.3 DRAG PICK CUTTING; 7.4 CUTTING TOOL MATERIALS AND WEAR; 7.5 DISK CUTTERS; 7.6 CUTTABILITY AND MACHINE PERFORMANCE; 7.7 CONCLUSIONS AND THE FUTURE 7.8 REFERENCESChapter 8. Theoretical and Practical Rules for Mechanical Rock Excavation; 8.1 HISTORY AND ASSESSMENT OF EXCAVATING MACHINES; 8.2 MODELING OF TOOL-ROCK INTERACTION; 8.3 MODELING OF ROCK CUTTING HEADS; 8.4 VALIDATION OF THEORETICAL MODELS AND MACHINE SIMULATION; 8.5 ADAPTATION OF MECHANICAL EXCAVATION TO A HARSH ENVIRONMENT; 8.6 CONCLUSIONS AND FUTURE PROSPECTS OF MECHANICAL ROCK EXCAVATION; 8.7 NOMENCLATURE; 8.8 REFERENCES; Chapter 9. The Use of Water Jets for Rock Excavation; 9.1 INTRODUCTION; 9.2 CONTINUOUS JETS; 9.3 DISCONTINUOUS JETS; 9.4 CAVITATING WATER JETS 9.5 ABRASIVE WATER JETS9.6 COMBINED USE OF HIGH PRESSURE JETS AND MECHANICAL CUTTING TOOLS; 9.7 CONCLUSIONS; 9.8 REFERENCES; Chapter 10. TBM Performance Analysis with Reference to Rock Properties; 10.1 INTRODUCTION; 10.2 TBM SYSTEM DESCRIPTION; 10.3 ROCK PROPERTIES; 10.4 ROCK PROPERTY IMPACT ON TBM PENETRATION RATE; 10.5 ROCK PROPERTY IMPACT ON CUTTING TOOLS; 10.6 ROCK PROPERTY IMPACT ON UTILIZATION; 10.7 THE FUTURE; 10.8 REFERENCES; Chapter 11. The Effects of Rock Properties on the Economics of Full Face TBMs; 11.1 INTRODUCTION; 11.2 THE ECONOMICS OF TBM TUNNEL DRIVING 11.3 COST/PERFORMANCE CRITERIA RELATING TO ROCK PROPERTIES |
Record Nr. | UNINA-9910789449603321 |
Oxford, England : , : Pergamon Press Ltd, , 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
|
Comprehensive rock engineering . Volume 5 Surface and underground case histories : principles, practice & projects / / editor-in-chief, John A. Hudson |
Edizione | [First edition.] |
Pubbl/distr/stampa | Oxford, England : , : Pergamon Press, , 1993 |
Descrizione fisica | 1 online resource (1004 p.) |
Disciplina |
624.1/5132
624.15132 |
Soggetto topico | Rock mechanics |
ISBN | 1-4832-9798-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Surface and Underground Case Histories; Copyright Page; Table of Contents; Preface; Contributors to Volume 5; Contents of All Volumes; Editor-in-Chief's Note; Chapter 1. The Expanding Role of Rock Engineering in Developing National and Local Infrastructures; 1.1 INTRODUCTION; 1.2 HISTORICAL PERSPECTIVE; 1.3 CLASSIFICATION OF UNDERGROUND USES; 1.4 BENEFITS AND DRAWBACKS OF UNDERGROUND FACILITIES; 1.5 CONTEMPORARY USES OF UNDERGROUND SPACE IN ROCK; 1.6 CONCLUSIONS AND FUTURE TRENDS; 1.7 REFERENCES; Chapter 2. Subsurface Space - An Important Dimension in Swedish Construction
2.1 INTRODUCTION2.2 ECONOMIC AND ENVIRONMENTAL ADVANTAGES; 2.3 GEOINVESTIGATIONS AND DESIGN; 2.4 HARD ROCK TUNNELING; 2.5 CONCLUDING REMARKS; 2.6 REFERENCES; Chapter 3. Recent Developments in Rock Engineering in Norway: Gas-tight Rock Caverns, Subsea Road Tunnels, Steel-fiber Reinforced Shotcrete; 3.1 INTRODUCTION; 3.2 AIR- AND GAS-TIGHT ROCK CAVERNS; 3.3 SUBSEA ROAD TUNNELS; 3.4 STEEL-FIBER REINFORCED SHOTCRETE; 3.5 REFERENCES; Chapter 4. Design of Large Power house Caverns in Weak Rock; 4.1 INTRODUCTION; 4.2 ROCK MASS STRENGTH; 4.3 IN SITU STRESS CONDITIONS 4.4 PILLAR SIZE BETWEEN EXCAVATIONS4.5 PROBLEMS IN USING A CONCRETE ARCH IN WEAK ROCK; 4.6 CHOICE OF CAVERN SHAPE; 4.7 INFLUENCE OF JOINTS AND BEDDING PLANES; 4.8 INFLUENCE OF ROOF SHAPE ON STABILITY; 4.9 DESIGN OF REINFORCEMENT; 4.10 EXCAVATION METHODS; 4.11 CAVERN INSTRUMENTATION; 4.12 SUMMARY AND CONCLUSIONS; 4.13 REFERENCES; Chapter 5. Power Caverns of Mingtan Pumped Storage Project, Taiwan; 5.1 INTRODUCTION; 5.2 GEOLOGY; 5.3 ROCK PROPERTIES; 5.4 DESIGN DETAILS; 5.5 ACTUAL BEHAVIOR OF ROOF AND HAUNCHES DURING EXCAVATION OF THE CAVERN ROOF; 5.6 NUMERICAL MODEL ANALYSES 5.7 CAVERN BEHAVIOR DURING BENCHING EXCAVATION BELOW HAUNCHES5.8 CONCLUSIONS; 5.9 REFERENCES; Chapter 6. The Agua del Toro Dam, Mendoza, Argentina - A Case of Insufficient Surface Geology Studies Affecting Underground Excavations; 6.1 INTRODUCTION; 6.2 LOCATION; 6.3 GENERAL LAYOUT; 6.4. GEOLOGICAL SETTING; 6.5 GEOTECHNICAL PROBLEMS; 6.6 GEOMECHANICAL TESTS; 6.7 FAULT ACTIVITY AND INFLUENCE OF THE DIAMANTE VOLCANO; 6.8 REFERENCES; Chapter 7. The Rio Grande Pumped Storage Complex, Cordova Province - A Case Study of Excavations in Contrasting Rock Anisotropy; 7.1 INTRODUCTION; 7.2 LOCATION 7.3 GENERAL LAYOUT7.4 GEOLOGICAL SETTING; 7.5 GEOTECHNICAL PROBLEMS; 7.6 REFERENCES; Chapter 8. A Case History in Argentina-Rock Mechanics for the Underground Works in the Pumping Storage Development of Rio Grande No 1; 8.1 INTRODUCTION; 8.2 LOCATION AND SHORT DESCRIPTION OF THE RIO GRANDE PROJECT; 8.3 GENERAL GEOLOGY OF THE SITE; 8.4 GEOLOGICAL INVESTIGATIONS OF EXPOSED SURFACES; 8.5 BOREHOLES; 8.6 GEOPHYSICAL SURVEYS; 8.7 MECHANICAL PROPERTIES OF THE ROCK MASS; 8.8 UNDERGROUND EXCAVATIONS; 8.9 SUPPORT DESIGN; 8.10 MONITORING; 8.11 CONCLUSIONS; 8.12 REFERENCES Chapter 9. Rock Instrumentation - Developments and Case Studies from Australia |
Record Nr. | UNINA-9910786641703321 |
Oxford, England : , : Pergamon Press, , 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
|
Comprehensive rock engineering . Volume 5 Surface and underground case histories : principles, practice & projects / / editor-in-chief, John A. Hudson |
Edizione | [First edition.] |
Pubbl/distr/stampa | Oxford, England : , : Pergamon Press, , 1993 |
Descrizione fisica | 1 online resource (1004 p.) |
Disciplina |
624.1/5132
624.15132 |
Soggetto topico | Rock mechanics |
ISBN | 1-4832-9798-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Surface and Underground Case Histories; Copyright Page; Table of Contents; Preface; Contributors to Volume 5; Contents of All Volumes; Editor-in-Chief's Note; Chapter 1. The Expanding Role of Rock Engineering in Developing National and Local Infrastructures; 1.1 INTRODUCTION; 1.2 HISTORICAL PERSPECTIVE; 1.3 CLASSIFICATION OF UNDERGROUND USES; 1.4 BENEFITS AND DRAWBACKS OF UNDERGROUND FACILITIES; 1.5 CONTEMPORARY USES OF UNDERGROUND SPACE IN ROCK; 1.6 CONCLUSIONS AND FUTURE TRENDS; 1.7 REFERENCES; Chapter 2. Subsurface Space - An Important Dimension in Swedish Construction
2.1 INTRODUCTION2.2 ECONOMIC AND ENVIRONMENTAL ADVANTAGES; 2.3 GEOINVESTIGATIONS AND DESIGN; 2.4 HARD ROCK TUNNELING; 2.5 CONCLUDING REMARKS; 2.6 REFERENCES; Chapter 3. Recent Developments in Rock Engineering in Norway: Gas-tight Rock Caverns, Subsea Road Tunnels, Steel-fiber Reinforced Shotcrete; 3.1 INTRODUCTION; 3.2 AIR- AND GAS-TIGHT ROCK CAVERNS; 3.3 SUBSEA ROAD TUNNELS; 3.4 STEEL-FIBER REINFORCED SHOTCRETE; 3.5 REFERENCES; Chapter 4. Design of Large Power house Caverns in Weak Rock; 4.1 INTRODUCTION; 4.2 ROCK MASS STRENGTH; 4.3 IN SITU STRESS CONDITIONS 4.4 PILLAR SIZE BETWEEN EXCAVATIONS4.5 PROBLEMS IN USING A CONCRETE ARCH IN WEAK ROCK; 4.6 CHOICE OF CAVERN SHAPE; 4.7 INFLUENCE OF JOINTS AND BEDDING PLANES; 4.8 INFLUENCE OF ROOF SHAPE ON STABILITY; 4.9 DESIGN OF REINFORCEMENT; 4.10 EXCAVATION METHODS; 4.11 CAVERN INSTRUMENTATION; 4.12 SUMMARY AND CONCLUSIONS; 4.13 REFERENCES; Chapter 5. Power Caverns of Mingtan Pumped Storage Project, Taiwan; 5.1 INTRODUCTION; 5.2 GEOLOGY; 5.3 ROCK PROPERTIES; 5.4 DESIGN DETAILS; 5.5 ACTUAL BEHAVIOR OF ROOF AND HAUNCHES DURING EXCAVATION OF THE CAVERN ROOF; 5.6 NUMERICAL MODEL ANALYSES 5.7 CAVERN BEHAVIOR DURING BENCHING EXCAVATION BELOW HAUNCHES5.8 CONCLUSIONS; 5.9 REFERENCES; Chapter 6. The Agua del Toro Dam, Mendoza, Argentina - A Case of Insufficient Surface Geology Studies Affecting Underground Excavations; 6.1 INTRODUCTION; 6.2 LOCATION; 6.3 GENERAL LAYOUT; 6.4. GEOLOGICAL SETTING; 6.5 GEOTECHNICAL PROBLEMS; 6.6 GEOMECHANICAL TESTS; 6.7 FAULT ACTIVITY AND INFLUENCE OF THE DIAMANTE VOLCANO; 6.8 REFERENCES; Chapter 7. The Rio Grande Pumped Storage Complex, Cordova Province - A Case Study of Excavations in Contrasting Rock Anisotropy; 7.1 INTRODUCTION; 7.2 LOCATION 7.3 GENERAL LAYOUT7.4 GEOLOGICAL SETTING; 7.5 GEOTECHNICAL PROBLEMS; 7.6 REFERENCES; Chapter 8. A Case History in Argentina-Rock Mechanics for the Underground Works in the Pumping Storage Development of Rio Grande No 1; 8.1 INTRODUCTION; 8.2 LOCATION AND SHORT DESCRIPTION OF THE RIO GRANDE PROJECT; 8.3 GENERAL GEOLOGY OF THE SITE; 8.4 GEOLOGICAL INVESTIGATIONS OF EXPOSED SURFACES; 8.5 BOREHOLES; 8.6 GEOPHYSICAL SURVEYS; 8.7 MECHANICAL PROPERTIES OF THE ROCK MASS; 8.8 UNDERGROUND EXCAVATIONS; 8.9 SUPPORT DESIGN; 8.10 MONITORING; 8.11 CONCLUSIONS; 8.12 REFERENCES Chapter 9. Rock Instrumentation - Developments and Case Studies from Australia |
Record Nr. | UNINA-9910827885203321 |
Oxford, England : , : Pergamon Press, , 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
|
Comprehensive rock engineering : principles, practice & projects / / editor-in-chief, John A. Hudson |
Edizione | [First edition.] |
Pubbl/distr/stampa | Oxford, England : , : Pergamon Press Ltd, , 1993 |
Descrizione fisica | 1 online resource (866 p.) |
Disciplina | 624.1/5132 |
Collana | Excavation, Support and Monitoring |
Soggetto topico | Rock mechanics |
ISBN | 1-4832-8781-5 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Excavation, Support and Monitoring; Copyright Page; Table of Contents; Preface; Contributors to Volume 4; Contents of All Volumes; Chapter 1. The Construction Process; 1.1 INTRODUCTION; 1.2 EXCAVATION; 1.3 SUPPORT; 1.4 MONITORING; 1.5 CONCLUSIONS; 1.6 REFERENCES; Chapter 2. Mechanisms of Rock Fragmentation by Blasting; 2.1 INTRODUCTION; 2.2 HISTORY OF THE CONTROVERSY; 2.3 STRESS WAVE MECHANISMS; 2.4 GAS PRESSURIZATION MECHANISMS; 2.5 CRATER BLASTING; 2.6 CONTROLLED FRACTURING; 2.7 APPLICATIONS IN CONSTRUCTION AND QUARRY BLASTING; 2.8 SUMMARY; 2.9 REFERENCES
Chapter 3. Methods of Improving Blasting Operations3.1 INTRODUCTION; 3.2 FRAGMENTATION; 3.3 DAMAGE; 3.4 ENVIRONMENTAL ASPECTS; 3.5 REFERENCES; Chapter 4. Blast Monitoring: Regulations, Methods and Control Techniques; 4.1 INTRODUCTION; 4.2 BLAST VIBRATION -GENERAL; 4.3 METHODS; 4.4 REGULATIONS; 4.5 CONTROL; 4.6 PRODUCTIVITY; 4.7 CONCLUSIONS; 4.8 APPENDIX -RESPONSE SPECTRUM CALCULATIONS; 4.9 REFERENCES; Chapter 5. Blast Vibration Monitoring for Rock Engineering; 5.1 INTRODUCTION; 5.2 RANGE OF BLAST EFFECTS; 5.3 CHARACTER OF BLAST EXCITATION AND STRUCTURAL RESPONSE 5.4 MEASUREMENT INSTRUMENTS AND THEIR DEPLOYMENT5.5 STRUCTURAL RESPONSE; 5.6 CONTROLLING BLAST EFFECTS; 5.7 REFERENCES; Chapter 6. Computer Modeling and Simulation of Percussive Drilling of Rock; 6.1 INTRODUCTION; 6.2 ELASTIC WAVES IN RODS; 6.3 MODELING PERCUSSIVE DRILLING; 6.4 SIMULATION AND VALIDATION; 6.5 SUMMARY AND CONCLUSIONS; 6.6 REFERENCES; Chapter 7. The Mechanics of Rock Cutting; 7.1 INTRODUCTION; 7.2 EXCAVATION MACHINES; 7.3 DRAG PICK CUTTING; 7.4 CUTTING TOOL MATERIALS AND WEAR; 7.5 DISK CUTTERS; 7.6 CUTTABILITY AND MACHINE PERFORMANCE; 7.7 CONCLUSIONS AND THE FUTURE 7.8 REFERENCESChapter 8. Theoretical and Practical Rules for Mechanical Rock Excavation; 8.1 HISTORY AND ASSESSMENT OF EXCAVATING MACHINES; 8.2 MODELING OF TOOL-ROCK INTERACTION; 8.3 MODELING OF ROCK CUTTING HEADS; 8.4 VALIDATION OF THEORETICAL MODELS AND MACHINE SIMULATION; 8.5 ADAPTATION OF MECHANICAL EXCAVATION TO A HARSH ENVIRONMENT; 8.6 CONCLUSIONS AND FUTURE PROSPECTS OF MECHANICAL ROCK EXCAVATION; 8.7 NOMENCLATURE; 8.8 REFERENCES; Chapter 9. The Use of Water Jets for Rock Excavation; 9.1 INTRODUCTION; 9.2 CONTINUOUS JETS; 9.3 DISCONTINUOUS JETS; 9.4 CAVITATING WATER JETS 9.5 ABRASIVE WATER JETS9.6 COMBINED USE OF HIGH PRESSURE JETS AND MECHANICAL CUTTING TOOLS; 9.7 CONCLUSIONS; 9.8 REFERENCES; Chapter 10. TBM Performance Analysis with Reference to Rock Properties; 10.1 INTRODUCTION; 10.2 TBM SYSTEM DESCRIPTION; 10.3 ROCK PROPERTIES; 10.4 ROCK PROPERTY IMPACT ON TBM PENETRATION RATE; 10.5 ROCK PROPERTY IMPACT ON CUTTING TOOLS; 10.6 ROCK PROPERTY IMPACT ON UTILIZATION; 10.7 THE FUTURE; 10.8 REFERENCES; Chapter 11. The Effects of Rock Properties on the Economics of Full Face TBMs; 11.1 INTRODUCTION; 11.2 THE ECONOMICS OF TBM TUNNEL DRIVING 11.3 COST/PERFORMANCE CRITERIA RELATING TO ROCK PROPERTIES |
Record Nr. | UNINA-9910807408403321 |
Oxford, England : , : Pergamon Press Ltd, , 1993 | ||
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Lo trovi qui: Univ. Federico II | ||
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Measurement of rock properties at elevated pressures and temperatures : a symposium |
Pubbl/distr/stampa | [Place of publication not identified], : ASTM, 1985 |
Disciplina | 624.1/5132 |
Collana | ASTM special technical publication Measurement of rock properties at elevated pressures and temperatures |
Soggetto topico |
Rocks - Congresses - Testing
Rock mechanics - Congresses Civil & Environmental Engineering Engineering & Applied Sciences Civil Engineering |
ISBN | 0-8031-4934-4 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910164709103321 |
[Place of publication not identified], : ASTM, 1985 | ||
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Lo trovi qui: Univ. Federico II | ||
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Numerical modelling and analysis of fluid flow and deformation of fractured rock masses [[electronic resource] /] / Xing Zhang and David J. Sanderson |
Autore | Zhang X (Xiaopeng) |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Amsterdam ; ; Boston, : Pergamon, 2002 |
Descrizione fisica | 1 online resource (301 p.) |
Disciplina | 624.1/5132 |
Altri autori (Persone) | SandersonD. J |
Soggetto topico |
Rocks - Fracture - Mathematical models
Rock mechanics - Mathematical models Fluid dynamics - Mathematical models |
Soggetto genere / forma | Electronic books. |
ISBN |
1-281-07224-9
9786611072247 0-08-053786-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Numerical Modelling and Analysis of Fluid Flow and Deformation of Fractured Rock Masses; Copyright Page; Contents; Preface; Chapter 1. Introduction to Modelling Deformation and Fluid Flow of Fractured Rock; 1.1. Introduction; 1.2. Approaches to modelling rock systems; 1.3. Continuum models; 1.4. Flow models; 1.5. Discontinuum models; 1.6. Overview of UDEC; 1.7. Summary of numerical modelling; Chapter 2. Modelling of Simple Rock Blocks; 2.1. Introduction; 2.2. Basic components of natural fracture networks; 2.3. Model geometry and initial conditions
2.4. Basic behaviour of deformation and fluid flow2.5. Effects of fracture geometry; 2.6. Effects of fracture properties; 2.7. Effects of applied boundary stresses; 2.8. Effects of rock deformation models; 2.9. Summary; Chapter 3. Evaluation of 2-Dimensional Permeability Tensors; 3.1. Introduction; 3.2. Calculation of components of flow-rates; 3.3. Permeability in naturally fractured rocks; 3.4. Geometrical effects on permeability; 3.5. Effects of stress on permeability; 3.6. Conclusions; Appendix 3-A 1: Input codes for example one; Appendix 3-A2: Derivation of 2-D permeability tensor Chapter 4. Scaling of 2-D Permeability Tensors4.1. Introduction; 4.2. Development of the previous approach; 4.3. Testing the concept of a representative element volume by down-scaling; 4.4. Scaling-up of permeability; 4.5. Effects of sample number and sample size; 4.6. Determining the permeability of a region; 4.7. Conclusions; Chapter 5. Percolation Behaviour of Fracture Networks; 5.1. Introduction; 5.2. Modelling of 2-dimensional fracture networks; 5.3. Density, percolation threshold and fractal dimension; 5.4. Critical behaviour of fractured rock masses; 5.5. Conclusions Chapter 6. Slip and Fluid Flow around An Extensional Fault6.1. Introduction; 6.2. Outline of modelling; 6.3. Stress distribution and fluid flow in model A: At a shallow depth with a hydrostatic fluid pressure; 6.4. Comparison of model A with a supra-hydrostatic fluid pressure at greater depth; 6.5. Effects of irregularities in fault zone; 6.6. Discussion of dynamic response of fluid-dilation interactions; 6.7. Conclusions; Chapter 7. Instability and Associated Localization of Deformation and Fluid Flow in Fractured Rocks; 7.1. Introduction; 7.2. Numerical determination of instability 7.3. Instability and R-ratio7.4. Effects of fracture network geometry; 7.5. Multifractal description of flow localisation; 7.6. Permeability of three natural fracture networks before and at critical stress state; 7.7. Effects of loading direction; 7.8. Is the crust in a critical state?; 7.9. Implications for mineral deposits; 7.10. Conclusions; Chapter 8. Grain Scale Flow of Fluid in Fractured Rocks; 8.1. Introduction; 8.2. Simulation of Deformation and Fracturing in Matrix Models; 8.3. Dual Permeability Model; 8.4. Results; 8.5. Discussion and Conclusions Chapter 9. Changes of Permeability due to Excavation of Ship-Locks of the Three Gorges Project, China |
Record Nr. | UNINA-9910458252903321 |
Zhang X (Xiaopeng)
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Amsterdam ; ; Boston, : Pergamon, 2002 | ||
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Lo trovi qui: Univ. Federico II | ||
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Numerical modelling and analysis of fluid flow and deformation of fractured rock masses [[electronic resource] /] / Xing Zhang and David J. Sanderson |
Autore | Zhang X (Xiaopeng) |
Edizione | [1st ed.] |
Pubbl/distr/stampa | Amsterdam ; ; Boston, : Pergamon, 2002 |
Descrizione fisica | 1 online resource (301 p.) |
Disciplina | 624.1/5132 |
Altri autori (Persone) | SandersonD. J |
Soggetto topico |
Rocks - Fracture - Mathematical models
Rock mechanics - Mathematical models Fluid dynamics - Mathematical models |
ISBN |
1-281-07224-9
9786611072247 0-08-053786-3 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Front Cover; Numerical Modelling and Analysis of Fluid Flow and Deformation of Fractured Rock Masses; Copyright Page; Contents; Preface; Chapter 1. Introduction to Modelling Deformation and Fluid Flow of Fractured Rock; 1.1. Introduction; 1.2. Approaches to modelling rock systems; 1.3. Continuum models; 1.4. Flow models; 1.5. Discontinuum models; 1.6. Overview of UDEC; 1.7. Summary of numerical modelling; Chapter 2. Modelling of Simple Rock Blocks; 2.1. Introduction; 2.2. Basic components of natural fracture networks; 2.3. Model geometry and initial conditions
2.4. Basic behaviour of deformation and fluid flow2.5. Effects of fracture geometry; 2.6. Effects of fracture properties; 2.7. Effects of applied boundary stresses; 2.8. Effects of rock deformation models; 2.9. Summary; Chapter 3. Evaluation of 2-Dimensional Permeability Tensors; 3.1. Introduction; 3.2. Calculation of components of flow-rates; 3.3. Permeability in naturally fractured rocks; 3.4. Geometrical effects on permeability; 3.5. Effects of stress on permeability; 3.6. Conclusions; Appendix 3-A 1: Input codes for example one; Appendix 3-A2: Derivation of 2-D permeability tensor Chapter 4. Scaling of 2-D Permeability Tensors4.1. Introduction; 4.2. Development of the previous approach; 4.3. Testing the concept of a representative element volume by down-scaling; 4.4. Scaling-up of permeability; 4.5. Effects of sample number and sample size; 4.6. Determining the permeability of a region; 4.7. Conclusions; Chapter 5. Percolation Behaviour of Fracture Networks; 5.1. Introduction; 5.2. Modelling of 2-dimensional fracture networks; 5.3. Density, percolation threshold and fractal dimension; 5.4. Critical behaviour of fractured rock masses; 5.5. Conclusions Chapter 6. Slip and Fluid Flow around An Extensional Fault6.1. Introduction; 6.2. Outline of modelling; 6.3. Stress distribution and fluid flow in model A: At a shallow depth with a hydrostatic fluid pressure; 6.4. Comparison of model A with a supra-hydrostatic fluid pressure at greater depth; 6.5. Effects of irregularities in fault zone; 6.6. Discussion of dynamic response of fluid-dilation interactions; 6.7. Conclusions; Chapter 7. Instability and Associated Localization of Deformation and Fluid Flow in Fractured Rocks; 7.1. Introduction; 7.2. Numerical determination of instability 7.3. Instability and R-ratio7.4. Effects of fracture network geometry; 7.5. Multifractal description of flow localisation; 7.6. Permeability of three natural fracture networks before and at critical stress state; 7.7. Effects of loading direction; 7.8. Is the crust in a critical state?; 7.9. Implications for mineral deposits; 7.10. Conclusions; Chapter 8. Grain Scale Flow of Fluid in Fractured Rocks; 8.1. Introduction; 8.2. Simulation of Deformation and Fracturing in Matrix Models; 8.3. Dual Permeability Model; 8.4. Results; 8.5. Discussion and Conclusions Chapter 9. Changes of Permeability due to Excavation of Ship-Locks of the Three Gorges Project, China |
Record Nr. | UNINA-9910784530903321 |
Zhang X (Xiaopeng)
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Amsterdam ; ; Boston, : Pergamon, 2002 | ||
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Lo trovi qui: Univ. Federico II | ||
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Rock dynamics and applications : state of the art / / editors, Jian Zhao, Jianchun Li |
Edizione | [First edition.] |
Pubbl/distr/stampa | London : , : CRC Press, , 2013 |
Descrizione fisica | 1 online resource (632 p.) |
Disciplina | 624.1/5132 |
Altri autori (Persone) |
ZhaoJian <1960->
LiJianchun |
Soggetto topico |
Rock mechanics
Geotechnical engineering |
Soggetto genere / forma | Electronic books. |
ISBN | 1-138-00056-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Keynotes -- Laboratory testing and field observation -- Dynamics theory and numerical modelling -- Engineering design and case studies. |
Record Nr. | UNINA-9910463070003321 |
London : , : CRC Press, , 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Rock dynamics and applications : state of the art / / editors, Jian Zhao, Jianchun Li |
Edizione | [First edition.] |
Pubbl/distr/stampa | London : , : CRC Press, , 2013 |
Descrizione fisica | 1 online resource (632 p.) |
Disciplina | 624.1/5132 |
Altri autori (Persone) |
ZhaoJian <1960->
LiJianchun |
Soggetto topico |
Rock mechanics
Geotechnical engineering |
ISBN | 1-138-00056-6 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto | Keynotes -- Laboratory testing and field observation -- Dynamics theory and numerical modelling -- Engineering design and case studies. |
Record Nr. | UNINA-9910787579003321 |
London : , : CRC Press, , 2013 | ||
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Lo trovi qui: Univ. Federico II | ||
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Rock fractures and fluid flow [[electronic resource] ] : contemporary understanding and applications / / Committee on Fracture Characterization and Fluid Flow ... [et al.] |
Pubbl/distr/stampa | Washington, D.C., : National Academy Press, 1996 |
Descrizione fisica | 1 online resource (567 p.) |
Disciplina | 624.1/5132 |
Soggetto topico |
Rocks - Fracture
Rock mechanics Fluid dynamics Hydrogeology |
Soggetto genere / forma | Electronic books. |
ISBN |
1-280-19589-4
9786610195893 0-309-56348-8 0-585-02404-9 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Record Nr. | UNINA-9910455875703321 |
Washington, D.C., : National Academy Press, 1996 | ||
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Lo trovi qui: Univ. Federico II | ||
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