| Preface |
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ix | |
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Session 1 Better Tunneling Through Knowledge and Improvement of Ground |
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1 | (2) |
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Using Chemical Grout to Control Groundwater Infiltration |
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3 | (4) |
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Considerations and Methods for Launching Earth Pressure Balance Machines |
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7 | (7) |
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Testing Procedures for Two-Component Annulus Grouts |
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14 | (9) |
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Study of Soil Abrasion Testing and Soil Abrasivity Index for Application in Mechanized Soft Ground Tunneling |
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23 | (8) |
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Comparison of Two Newly Developed TBM Performance Prediction Models in Hard Rock |
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31 | (10) |
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Session 2 Trends and Developments in Mechanical Excavation |
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39 | (2) |
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Adding "Smarts" to Cutting Tools |
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41 | (5) |
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Reef Mining Using Tunnel Boring Machines in Nye, Montana |
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46 | (8) |
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Settlement Risk of Extended Overcut in Dense Soils |
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54 | (11) |
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Conveyor Belt Weigh Scale Measurements, Face Pressures, and Related Ground Losses in EPBM Tunneling |
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65 | (8) |
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Real-Time Tunnel Boring Machine Monitoring: A State-of-the-Art Review |
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73 | (9) |
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Challenges for Conveyors in Tunneling |
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82 | (9) |
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Session 3 Applications of Innovative Technologies |
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89 | (2) |
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Cross-Passage Design and Construction in Soil---State of the Practice |
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91 | (9) |
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Cutterhead Wear Study for EPB TBMs in Glacial Soils |
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100 | (9) |
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Innovation in EPB Cutterhead Wear Protection |
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109 | (8) |
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Internal Corrosion Protection for Sewer Tunnels |
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117 | (7) |
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Panama's First Wastewater Tunnel |
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124 | (11) |
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Session 4 Applications and Developments in TBM Methods |
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133 | (2) |
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30° Decline Escalator Shaft Excavated and Lined with a 10.60m-Diameter EPB Shield |
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135 | (5) |
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EPBM Tunnel Excavation Assessment for the University Link Project, Seattle |
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140 | (6) |
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Extending TBM Reliability by Detecting Boulders |
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146 | (7) |
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Extreme Machine Modifications in Difficult Ground at the World's Second Deepest Civil Works Tunnel |
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153 | (10) |
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Modeling Uncertainty for Performance Prediction of Tunnel Boring Machines |
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163 | (8) |
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Session 5 Monitoring, Support, and Prediction |
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169 | (2) |
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Specialized Shotcrete at Malaysia's Pahang Selangor Raw Water Transfer Tunnels |
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171 | (8) |
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Hard Rock TBMs' Advance Rate: Discussion and Evaluation |
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179 | (7) |
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Instrumentation Program for Large-Scale Excavations on Mass Transit Project in Downtown Los Angeles |
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186 | (8) |
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Remote Monitoring of Gauge Cutter Wear in Pressurized Face Tunneling |
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194 | (9) |
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Field Verification of Fracturing Factor |
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203 | (5) |
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Real-Time Monitoring for Very Shallow Tunneling in Urban Settings |
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208 | (11) |
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Session 1 Innovative Solutions |
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219 | (2) |
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Design Parameters Sensitivity Analyses of Precast Concrete Segmental Tunnel Liners |
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221 | (9) |
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A Systematic Approach for the Selection of Corrosion Protection Systems for Large Sewer Tunnels |
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230 | (6) |
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Economical Benefits of Rock Joint Testing |
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236 | (7) |
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Modern Techniques in Tunnel Ventilation Design |
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243 | (12) |
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Session 2 Analysis of Soft Ground Tunnels |
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253 | (2) |
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Development of Simple Prism-and-Wedge Upper-Bound Model for Support Pressure for Undrained Tunnel Face |
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255 | (12) |
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Testing and Analysis of Swelling Soils in Soft Ground Tunneling |
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267 | (8) |
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Tridimensional Analysis of EPB TBM Operation in Soft Ground |
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275 | (8) |
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Design of the SR 99 Bored Tunnel in Seattle, Washington |
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283 | (8) |
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Development of Structural Design Specifications for Large Highway Tunnels |
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291 | (10) |
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Session 3 Design and Construction of Large Underground Spaces |
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299 | (2) |
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Cooks Lane Tunnel---Selection of Tunnel Alignment and Construction Approach (Baltimore Red Line, Maryland Transit Administration) |
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301 | (7) |
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SEM Tunnelling in Toronto---Design |
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308 | (15) |
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Contractor Implementation of SEM Tunneling and Comparison Between Design and Observed Ground Conditions, Caldecott Tunnel Fourth Bore, San Francisco Bay Area, California |
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323 | (6) |
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Design Considerations for Deep, Single-Level, Braced TBM Launching Pits |
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329 | (8) |
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Design and Construction of 72nd Street Large and Shallow Rock Cavern Station in New York City |
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337 | (7) |
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Numerical and Experimental Analysis of Surge, Transient, and Trapped Air Phenomena in Two Large Wastewater Storage Tunnels |
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344 | (11) |
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Session 4 Transit Tunnel Challenges |
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353 | (2) |
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Design and Construction of Light Rail Tunnels Under Montlake Cut: Sound Transit University Link |
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355 | (9) |
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Freezing Hell: Design and Construction of the Northern Blvd. Crossing for the East Side Access Project |
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364 | (7) |
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Leakage Repairs for Transit Tunnels |
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371 | (11) |
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Seismic Design and Analysis of Tunnel Linings and How to Mitigate the Seismic Risk |
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382 | (8) |
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Consideration of Temperature Curves in Tunnel Ventilation Design |
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390 | (11) |
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Session 5 Dealing with Underground Water Issues |
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399 | (2) |
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Rock Tunnel Groundwater Prediction in a Simulated Rock Fracture Network |
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401 | (10) |
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Bypassing New York's Water Supply Beneath the Hudson River |
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411 | (7) |
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Case Study: Long-Term Performance of HDPE Drainboards in the Gotthard Railway Tunnels |
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418 | (8) |
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Challenges and Solutions for Deep Drop Shafts in an Urban Environment |
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426 | (9) |
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Indianapolis Deep Rock Pump Station Cavern |
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435 | (10) |
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Session 1 Contractual, Life-Cycle, and Design Focus |
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445 | (2) |
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Considerations for Tunnel Sizing of the California High-Speed Train Project |
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447 | (7) |
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Challenges of Indianapolis Deep Tunnel System |
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454 | (3) |
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Plugging the Leaks: Risk Management on MTACC's East Side Access Project |
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457 | (6) |
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Inspection and Rehabilitation of Oregon's Transportation Tunnels |
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463 | (10) |
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Session 2 Project Risk, Cost, and Schedule |
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471 | (2) |
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Developing Functional Baselines |
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473 | (6) |
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Developing the GBR Concept |
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479 | (5) |
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Decision Analysis with Imprecise Probabilities: Optimal Exploration Plan for Underground Construction |
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484 | (9) |
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Upgrade to a Geographic Schedule |
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493 | (9) |
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Planning Level Tunnel Cost Estimation Based on the Statistical Analysis of Historical Data |
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502 | (6) |
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Parametric Unit Cost Estimate of Soft Ground Bored Tunneling for Planning Studies |
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508 | (11) |
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Session 3 Project Delivery and Contracting Strategies |
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517 | (2) |
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Insuring Against Differing Site Conditions |
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519 | (4) |
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Adding Value and Reducing Risk on Underground Projects |
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523 | (8) |
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Alternative Project Delivery Approaches and Risk Allocation on Major Tunneling Projects: Are We Progressing or Regressing? |
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531 | (6) |
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Dispute Resolution Boards---What Works and What Doesn't |
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537 | (7) |
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Do's and Don'ts for Underground Specifications |
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544 | (7) |
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MDWASD Design-Build Procurement Approach and Results for Government Cut Pipeline Replacement Project |
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551 | (10) |
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Session 4 Geotechnical, Environmental, and Sustainability Challenges |
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559 | (2) |
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A Contractor's Guide to Washington, D.C., Metropolitan Area Geology |
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561 | (10) |
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OARS, A Tunnel Through Karst Limestone |
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571 | (7) |
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Marine Site Investigation for Long Sea Outfall Tunnel in Dublin Bay, Ireland---Radical Revision of Anticipated Geology and Resulting Complexities for Tunnel Design |
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578 | (7) |
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A Proactive Approach to Addressing Environmental Concerns for Tunneling Under Austin |
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585 | (6) |
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Tunnel Systems: The Green Solution for 21st Century Water Systems |
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591 | (7) |
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Tunneling in the Europaviertel Frankfurt: A Case Study on TBM vs. NATM |
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598 | (11) |
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Session 5 Future Projects |
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607 | (2) |
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The North Link Project---Sound Transit's Light Rail Rides North |
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609 | (7) |
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Tunneling in Downtown Los Angeles---The Regional Connector Transit Corridor |
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616 | (8) |
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The Fall Creek/White River Tunnel Vision for Capturing CSO |
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624 | (6) |
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Tunneling Challenges in Downtown Washington, D.C. |
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630 | (6) |
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Design Aspects of the Underground Line U5 in Berlin: Closing the Gap Between the Stations Alexanderplatz and Brandenburger Tor |
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636 | (8) |
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Lower Pogues Run Tunnel, Indianapolis, Indiana |
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644 | (5) |
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Session 1 Roadheader and TBM Preparation |
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649 | (2) |
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Roadheading a Lake Tap: Construction of a Deep Water Intake for the City of Austin's Water Treatment Plant No. 4 |
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651 | (10) |
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Hard Rock Tunnel Mapping During Construction of Water Tunnel No. 3---A Useful Tool to Verify Geotechnical Conditions and Payments |
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661 | (13) |
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Construction of a TBM "Launch Box" in a Complex Urban Environment |
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674 | (8) |
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Expediting TBM Re-Launch Using Existing Bores |
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682 | (11) |
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Session 2 Mechanized Tunneling |
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691 | (2) |
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10 Billion Gallons More---The Main Tunnel System Linking the TARP Mainstream Tunnel to the McCook Reservoir |
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693 | (8) |
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Challenges in Design and Construction of a 30-km Hard Rock TBM Drive with an Overburden Reaching 2,400 Meters at the Gotthard Base Tunnel |
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701 | (6) |
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Second Avenue Subway, New York City: Tunnel Boring Machine Case Study |
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707 | (6) |
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Brightwater BT-3 Tunnel Completion: Extending the BT-4 Earth Pressure Balance Drive in Complex Glacial Geology |
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713 | (10) |
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Session 3 Ground Treatment |
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721 | (2) |
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Compensation Grouting and Historic Details at the Kennesaw Pedestrian Tunnel |
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723 | (7) |
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Groundwater Infiltration Reduction Through Grouting of the South River Tunnel, Atlanta, Georgia |
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730 | (7) |
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Jet Grouting for Relief Sewer Tunnel Alignment Stabilization in St. Louis, Missouri |
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737 | (6) |
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Tunnel Boring Machine Rescue Projects Using Shafts and Ground Freezing |
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743 | (10) |
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Use of Ground Freezing for Connecting Two Tunnel Boring Machine-Driven Tunnels 300 Feet Underground |
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753 | (12) |
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763 | (2) |
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"Boring" Old Charleston---Tunneling and Trenchless Technology Key to Charleston's Infrastructure |
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765 | (7) |
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Careful Monitoring Keeps Tunnel on Track---Microtunnel Installation in Flowing Sands Beneath Critical Structures |
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772 | (7) |
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Case Study Varying Blasting Parameters of a Site-Specific Ground Transmission Constant: MTACC's East Side Access Project, Manhattan, New York |
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779 | (5) |
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Tapping the Mighty Missouri Using Trenchless Methods |
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784 | (7) |
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Session 5 Repair and Rehabilitation |
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789 | (2) |
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The Role of Hydraulic Flumes in Tunnel for Diverting Active Flow Sewer in Downtown Toronto---Case Study |
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791 | (6) |
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Rehabilitation of a Brick-Lined Aqueduct |
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797 | (9) |
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Rehabilitation of the Oakland Macomb Interceptor Drain: Innovative Design of Multi-Tiered Shafts to Accommodate Low Overhead Clearance |
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806 | (7) |
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Rehabilitation of the Outlet Works at the Taum Sauk Pumped Storage Plant |
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813 | (9) |
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Second Avenue Minneapolis Storm Tunnel Emergency Rehabilitation |
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822 | (8) |
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No. 7 Line, Site L: Overcoming the Challenges of Underground Construction in the Built Environment |
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830 | (11) |
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| Index |
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841 | |
