
Underground Infrastructures: Planning, Design, and Construction
by Goel, R. K.; Singh, Bhawani; Zhao, Jian-
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Summary
Table of Contents
Preface | p. xv |
Introduction | |
Underground Space and Its Requirement | p. 1 |
History of Underground Space Use | p. 3 |
Underground Space for Sustainable Development | p. 5 |
What Should Be Done? | p. 7 |
Future of Underground Space Facilities | p. 8 |
Scope of the Book | p. 9 |
References | p. 9 |
Classification of Underground Space | |
General | p. 11 |
Major Classification Grouping | p. 12 |
Function | p. 12 |
Geometry | p. 13 |
Origin | p. 15 |
Site Features | p. 15 |
Project Features | p. 15 |
Benefits and Drawbacks of Underground Facilities | p. 15 |
References | p. 18 |
Important Considerations | |
Geological Considerations | p. 19 |
Engineering Considerations | p. 21 |
Psychological and Physiological Considerations | p. 23 |
Image of the Underground | p. 24 |
Actual Experiences in Underground Buildings | p. 25 |
Actual Experience in Windowless and Other Analogous Environments | p. 27 |
Potential Psychological Problems Associated with Underground Space | p. 29 |
Mitigating Factors | p. 30 |
Choosing to Go Underground-General Advantages | p. 33 |
Potential Physical Benefits | p. 34 |
Protection | p. 35 |
Security | p. 36 |
Aesthetics | p. 36 |
Environmental Advantages | p. 37 |
Materials | p. 37 |
Initial Cost/Land Cost Savings | p. 37 |
Construction Savings | p. 37 |
Sale of Excavated Material or Minerals | p. 38 |
Savings in Specialized Design Features | p. 38 |
Operating Cost/Maintenance | p. 38 |
Energy Use | p. 38 |
Land Use Efficiency | p. 39 |
Disaster Readiness/National Security | p. 39 |
Drawbacks of Underground Space Use | p. 40 |
Physical | p. 40 |
Climate Isolation | p. 40 |
Communication | p. 40 |
Human Occupancy | p. 40 |
Safety Considerations | p. 41 |
Fire Explosion | p. 41 |
Oxygen Shortage/Poisoning | p. 44 |
Flood | p. 44 |
Electric Power Failure | p. 45 |
Ventilation | p. 46 |
Legal and Administrative Considerations | p. 47 |
Limits of Surface Property Ownership | p. 47 |
Ownership and the Right to Develop Subsurface Space | p. 47 |
Application of Surface Land Use Regulations | p. 48 |
Environmental Controls | p. 48 |
Restrictions due to Surface and Subsurface Structures | p. 48 |
Economic Considerations | p. 49 |
References | p. 50 |
Underground Space Planning | |
Forms of Underground Space Available and Uses | p. 51 |
Level-Wise Planning of Underground Space Use | p. 53 |
Future Forms of Underground Space Use | p. 55 |
Technology for Underground Development | p. 56 |
Conceptual Designs | p. 60 |
Cost Considerations | p. 64 |
Planning of Underground Space | p. 65 |
References | p. 67 |
Underground Storage of Food Items | |
General | p. 69 |
Section 1 | p. 70 |
Problems Associated with Underground Food Storage | p. 70 |
Site Selection | p. 71 |
Construction and Design | p. 71 |
Depth | p. 71 |
Unit Size | p. 75 |
Lining | p. 75 |
Loading and Unloading Equipment | p. 75 |
Equipment to Equilibrate Grain Temperature during Loading and Unloading | p. 75 |
Considerations while Loading the Storage | p. 76 |
Considerations prior to Unloading of Underground Storage | p. 77 |
Underground Storage Bins in Argentina | p. 77 |
Potato Storage | p. 78 |
Section 2 | p. 78 |
Refrigerated Rock Stores | p. 78 |
Design of Underground Cold Storage | p. 79 |
Shape and Size | p. 79 |
Thermal Properties | p. 80 |
Cost Comparison | p. 81 |
Case Histories | p. 83 |
Warehouse Caverns in Singapore | p. 83 |
Cold Storage Plant in Bergen, Norway | p. 84 |
References | p. 87 |
Underground Storage of Water | |
General | p. 89 |
Water Storage by Recharge Methods | p. 90 |
Controlling Factors | p. 90 |
Recharge Methods | p. 90 |
Underground Rock Cavern Tank Storage | p. 94 |
Function and Location of Water Tanks | p. 94 |
Comparison between Aboveground and Underground Water Tanks | p. 94 |
Planning and Design | p. 95 |
Cost for Underground Cavern Storage | p. 96 |
Construction and Maintenance Experience | p. 97 |
Case Histories | p. 98 |
The Kvernberget Rock Cavern Tank | p. 98 |
The Steinan Rock Cavern Tank, Norway | p. 99 |
The Groheia Rock Cavern Tank in Kristiansand, Norway | p. 100 |
References | p. 101 |
Underground Parking | |
Introduction | p. 103 |
Types of Parking Facilities | p. 103 |
Various Modern Mechanical Underground Parking Options | p. 107 |
Trevipark System | p. 107 |
Douskos Car Parks-Mechanical Underground Parking Station Systems | p. 108 |
Evaluation Criteria of a Site for Underground Parking | p. 112 |
Design of Underground Parking Facilities | p. 113 |
Parking Guidance System | p. 115 |
Parking Lot Security | p. 116 |
Ventilation in Underground Car Parks | p. 117 |
Economics of Underground Parking Facilities | p. 119 |
Case Histories | p. 120 |
Sydney Opera House Underground Car Park | p. 120 |
Munich Automated Underground Parking System, Germany | p. 122 |
References | p. 124 |
Underground Metro and Road Tunnels | |
Introduction | p. 125 |
Findings of International Tunnelling Association | p. 129 |
Tunnel Boring Machine (TBM) | p. 130 |
Tunnel Boring Machines for Hard Rocks | p. 130 |
Shielded Tunnel Boring Machines | p. 132 |
Precast Lining | p. 135 |
Building Condition Survey and Vibration Limit | p. 136 |
Impact on Structures | p. 137 |
Subsidence | p. 137 |
Half-Tunnels for Roads | p. 139 |
Road Tunnels | p. 139 |
General | p. 139 |
Traffic Safety | p. 141 |
Construction Details | p. 141 |
Precautions to Protect Road Tunnels from Deterioration | p. 144 |
Cost of Construction | p. 145 |
Subsea Tunnels | p. 146 |
General | p. 146 |
Maintenance | p. 150 |
Case Histories | p. 155 |
Gotthard Base Tunnel (GBT) | p. 155 |
Lötschberg Base Tunnel (LBT) | p. 165 |
References | p. 171 |
Underground Storage of Crude Oil, Liquefied Petroleum Gas, and Natural Gas | |
Introduction | p. 173 |
Investigations and Design | p. 173 |
Underground Storage Technology | p. 174 |
Underground Unlined Storage | p. 174 |
Underground Lined Storage | p. 181 |
Storage of Natural Gas | p. 183 |
Tunnel-Shaped Storage Facility | p. 185 |
Disadvantages | p. 186 |
Separation Distance between Caverns | p. 186 |
Multitank Storage (Polytank) Concept | p. 187 |
Construction Principles | p. 187 |
Rock Mechanics of Polytank Storage | p. 188 |
Field of Applications | p. 189 |
Advantages | p. 190 |
General Advantages and Disadvantages of Underground Storages | p. 190 |
Advantages | p. 190 |
Disadvantages | p. 191 |
Inground Tanks | p. 191 |
Advantages | p. 191 |
Disadvantages | p. 191 |
Cost Aspects | p. 192 |
Effect of Earthquake | p. 194 |
Carbon Dioxide Sequestration | p. 194 |
References | p. 196 |
Civic Facilities Underground | |
General | p. 199 |
Sewage and Waste Water Treatment Plant | p. 199 |
Case Example of Cost Comparison | p. 200 |
Sports Center | p. 202 |
Underground Ice Rink | p. 202 |
Swimming Center | p. 203 |
Underground Pedestrian Path | p. 204 |
Operation of the System | p. 205 |
Shopping Mall | p. 207 |
Underground Recreational Facilities | p. 209 |
References | p. 210 |
Underground Structures for Hydroelectric Projects | |
Introduction | p. 213 |
Recent Developments in Planning of Hydroelectric Projects | p. 217 |
Types of Underground Structures | p. 220 |
Principles of Planning | p. 220 |
Fundamental Requirements | p. 225 |
Planning a Cavern | p. 226 |
Design of a Cavern | p. 227 |
Space and Geometries | p. 227 |
Geotechniques | p. 228 |
Orientation | p. 228 |
Excavation Sequence and Techniques | p. 228 |
In Situ Stresses | p. 229 |
Earthquake Forces | p. 229 |
Supports | p. 229 |
Advantages and Disadvantages | p. 231 |
Case Histories | p. 233 |
Churchill Falls Hydroelectric Project | p. 233 |
Chhibro Underground Powerhouse | p. 235 |
Tala Hydroelectric Project, Bhutan | p. 237 |
Summary | p. 241 |
References | p. 242 |
Underground Shelters for Wartime | |
General | p. 245 |
State-of-the-Art Defense Shelters | p. 246 |
Shelter Options | p. 250 |
Design of Shelters | p. 253 |
Basement Shelters | p. 253 |
Expedient Shelter Designs | p. 254 |
Case Histories | p. 255 |
Civil Defense Shelter in Singapore | p. 255 |
Beijing's Underground City | p. 256 |
References | p. 257 |
Underground Storage of Ammunitions and Explosives | |
General | p. 259 |
Explosion Effects in Underground Ammunition Storage Sites | p. 260 |
Advantages and Disadvantages of Underground Storage | p. 261 |
Storage Limitations | p. 262 |
Ammunition Containing Flammable Liquids or Gels | p. 262 |
Ammunition Containing Toxic Agents | p. 262 |
Suspect Ammunition and Explosives | p. 262 |
Ammunition Containing Pyrotechnics | p. 262 |
Ammunition Containing Depleted Uranium | p. 263 |
Design Requirements of Underground Ammunition Storage Facility | p. 263 |
Safety Requirements | p. 263 |
Military Requirements | p. 263 |
Financial Aspects | p. 264 |
Humidity Control and Ventilation | p. 264 |
Electric Installations and Equipment | p. 264 |
Lightning Protection | p. 264 |
Transport and Handling Equipment | p. 264 |
Fire-Fighting Equipment | p. 265 |
Facility Layout | p. 265 |
Design Guidelines | p. 265 |
Underground Chambers | p. 266 |
Exits | p. 266 |
Branch Passageways | p. 267 |
Blast Closures | p. 268 |
Expansion Chambers | p. 269 |
Constrictions | p. 270 |
Debris Traps within Underground Facility | p. 271 |
Blast Traps | p. 272 |
Portal Barricade | p. 273 |
Interior Wall Roughness | p. 274 |
Depth of Cover above Storage Chambers | p. 275 |
Chamber Separation Requirement | p. 275 |
Sympathetic Detonation by Rock Spall | p. 277 |
Case History | p. 278 |
Underground Ammunition Storage Facility, Singapore | p. 278 |
References | p. 280 |
Underground Nuclear Waste Repositories | |
Introduction | p. 283 |
Types of Radioactive Nuclear Waste | p. 285 |
Underground Research Laboratory | p. 286 |
Stripa Underground Research Facility | p. 298 |
Concept of Barriers | p. 299 |
Design Aspects of Underground Repository | p. 300 |
Vertical Emplacement in a Pit | p. 300 |
Alternative System Layout for Very Long Hole (VLH) | p. 304 |
Instrumentation | p. 395 |
Retrievability of Canister | p. 306 |
Public Acceptance of Radioactive Waste Repository | p. 306 |
References | p. 306 |
Contractual Risk Sharing | |
The Risk | p. 309 |
Management of Risk | p. 314 |
Risk Management Tools-Fault Tree Analysis | p. 318 |
Recommendations of International Tunnelling Association | p. 319 |
Recommendations of International Standard Organisation | p. 320 |
Role of Engineering Leaders | p. 321 |
Construction Planning and Risk | p. 321 |
Time and Cost Estimates | p. 322 |
References | p. 323 |
Annexure | p. 325 |
Index | p. 329 |
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