| Preface |
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Session 1: Technology in the Big City |
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1 | (34) |
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Water Tunnel Beneath New York Harbor |
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2 | (11) |
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Rehabilitation of New Croton Aqueduct Shafts |
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13 | (14) |
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Designing Continuous Conveyor Systems in Urban Environments: The 63rd Street Access Tunnel in New York City |
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27 | (8) |
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Session 2: Technical Advances |
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35 | (34) |
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The Current State of Disc Cutter Design and Development Directions |
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36 | (10) |
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Comparison of Different Blast Design Models, Using a Blasting Software |
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46 | (6) |
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Tunnel Boring Machine Development |
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52 | (6) |
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Solid Cast Polymer Tunnel Segments: The Corrosion Resistant Solution for Sanitary Sewer Tunnels |
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58 | (4) |
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Extensive Concrete and Shotcrete Systems for the World's Longest Tunnel (Gotthard Base Tunnel---56km) |
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62 | (7) |
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Session 3: Old Problems/New Solutions |
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69 | (40) |
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Small Diameter Tunneling---Pipe Jacking Under Leipzig Main Train Station |
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70 | (5) |
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Investigation and Cement Grouting of Big Creek Tunnel 2: A Leaking Historic Hydroelectric Tunnel |
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75 | (6) |
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Increased TBM Mobility and Adaptations for Special Projects |
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81 | (10) |
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Utilization of Strain Measurements on Shielded Tunnel Boring Machines |
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91 | (10) |
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Underground Construction Photography: Documenting a Success Story |
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101 | (8) |
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Session 4: Applied Technology |
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109 | (36) |
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Comparison of Performance of Two Commonly Used Flexible Dilatometers (FDT) in Determining Deformation Modulus of a Tunnel Host Rocks |
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110 | (5) |
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115 | (5) |
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Pre-conditioning/Pre-excavation Grouting of the Soils Prior to Tunneling Below Highways and Railways: Case Histories from the Past Decade |
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120 | (9) |
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Disc Cutter Performance in Boulder-Laden Ground |
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129 | (8) |
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A 4.75m Contractor Manufactured EPB Machine |
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137 | (8) |
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Session 5: Soft Ground Technology |
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145 | (38) |
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The Use of Polymer Concrete in Sewage Tunnels for One-Pass Segmental Linings |
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146 | (6) |
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Pre-Support Measures for Shallow NATM Tunneling in Urban Settings |
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152 | (11) |
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Jet Grout Ground Modifications for the Brightwater Conveyance System |
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163 | (5) |
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Earth Pressure Balance Machines for the Silicon Valley Rapid Transit Project---Basis of Design |
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168 | (9) |
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Recent Developments in North America in the Design of Precast Concrete Tunnel Linings |
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177 | (6) |
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Session 1: Fire Life Safety and Rehabilitation |
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183 | (28) |
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Fire Safety Design for the New South Ferry Terminal Project in the New York City Subway |
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184 | (5) |
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Overview of NFPA 502 Standard for Road Tunnels, Bridges and Other Limited Access Highways, 2008 Edition |
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189 | (5) |
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Connections to Old Tunnels---Design Guidelines |
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194 | (7) |
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Rehabilitation of the 80-Year-Old North Outfall Sewer (NOS) Tunnel |
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201 | (10) |
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Session 2: Underground Design Considerations |
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211 | (52) |
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Initial Support Design for Tunnels in Horizontally Bedded Sedimentary Rock |
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212 | (6) |
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Design of Rock Shafts Adjacent to Heavily Loaded Columns |
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218 | (7) |
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Geology of the Clean Water Coalition's Proposed Reach 4 Tunnel and its Effect on Design, Las Vegas, NV |
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225 | (5) |
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California High Speed Rail: Driving the Next Level in Dynamic Tunnel Design |
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230 | (6) |
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Field Application of NTH Fracture Classification at the Second Manapouri Tailrace Tunnel, New Zealand |
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236 | (7) |
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Analysis of the Hydro-fracture Potential Around Water Tunnels in Rock |
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243 | (8) |
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Rock Mass Mechanical Behavior Assessment at the Porce III Underground Powerhouse Complex, Colombia |
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251 | (12) |
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Session 3: Tunnel Designs |
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263 | (50) |
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NATM Tunnels at Stanford Linear Accelerator Center, Menlo Park, California |
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264 | (7) |
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Design of the University Link Tunnels and Stations |
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271 | (8) |
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NATM/SEM Analyses for San Francisco's Transbay Extension Tunnel |
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279 | (9) |
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East Side Access---Segmental Lining Design Challenges for Closely Spaced and Shallow Tunnels |
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288 | (6) |
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Design of Large and Shallow Caverns of New York Second Avenue Subway |
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294 | (8) |
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Geotechnical Considerations for the Final Design of the Detroit Upper Rouge Tunnel CSO Project |
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302 | (11) |
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Irwan Wern-Ping (Nick) Chen |
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Session 4: Complex Underground Systems |
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313 | (60) |
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Large-Diameter Tunneling Collapses: Recovery Design and Execution |
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314 | (8) |
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Risk Management of the Canada Line Transit Tunnels |
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322 | (12) |
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Design and Construction of Tunnel and Shaft Plugs |
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334 | (11) |
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A Discussion on Design Methods to Improve Long-Term Performance of Tunnel Projects |
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345 | (6) |
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Connection of TARP Tunnel to Thornton Quarry Reservoir |
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351 | (13) |
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Engineering Geology and Cavern Design for New York City |
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364 | (9) |
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Session 5: Design Parameters and Seismic Design |
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373 | (66) |
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Geological Parameters Affecting Open Hard-Rock Tunnel Boring Machine Performance |
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374 | (7) |
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Geotechnical Investigation for Design of Largest USA Highway Tunnel Cross Section in Challenging Geotechnical Conditions |
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381 | (8) |
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Geotechnical Conditions and TBM Selection for the Bay Tunnel |
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389 | (10) |
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Numerical Analysis of Time-Dependent Creep Behaviour of Tunnel Support Systems |
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399 | (6) |
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Preliminary Seismic Design Considerations for a Highway Tunnel in Coronado, California |
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405 | (12) |
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Design Analyses for a Large-Span Tunnel in Weak Rock Subject to Strong Seismic Shaking |
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417 | (11) |
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Seismic Design Evaluation of the Bay Tunnel |
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428 | (11) |
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TRACK 3: PROJECT PLANNING AND IMPLEMENTATION |
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Session 1: Overcoming Changes |
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439 | (32) |
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San Francisco's Central Subway, Extending the Third Street Light Rail to Chinatown |
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440 | (10) |
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The Fallacy of Tunnel Formwork Removal |
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450 | (5) |
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Beach Sewer Tunnel Rehabilitation |
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455 | (6) |
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Dulles Corridor Metrorail Extension Project---Tunneling Options for Tysons Corner |
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461 | (10) |
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Session 2: Construction Management |
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471 | (54) |
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Benefits of Early Collaboration Between Designers and Suppliers in Tunnel Design |
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472 | (6) |
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Transbay Transit Center---Keeping DTX on Track |
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478 | (11) |
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Bold and Visionary Planning of Tunnels and Underground Space |
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489 | (8) |
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Columbus Circle Station Complex---History and Rehabilitation |
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497 | (7) |
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Caldecott Improvement Project |
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504 | (4) |
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Construction Management Saves Time, Money and Improves Quality During Design and Construction |
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508 | (5) |
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Rock Mass Characterization for the WSSC Bi-County Water Tunnel |
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513 | (12) |
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Session 3: Risks for Engineers and Constructors |
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525 | (40) |
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Risk and Life Cycle Costs and Benefits for Underground Projects |
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526 | (7) |
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Risk-Based Evaluation of Life-Cycle Costs for the Upper Northwest Interceptor |
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533 | (7) |
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Risk Considerations and Design for the Downtown Deep Sewer Tunnels, Austin, Texas |
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540 | (7) |
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Establishing Geotechnical Baseline Values for Deep Soft Ground Tunnels |
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547 | (11) |
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558 | (7) |
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Session 4: Cost Estimating and Scheduling |
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565 | (50) |
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Devil's Slide Tunnels---Unique Challenges |
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566 | (4) |
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This Is Where the Money Is! The Impact of Contract Front End Documents on Tunneling Projects |
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570 | (6) |
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Probable Cost Estimating and Risk Management |
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576 | (9) |
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Scheduling Fast-Track Tunnel Construction Projects |
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585 | (2) |
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Allegheny River Tunnel Crossing Project |
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587 | (7) |
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Tunneling Challenges in the Nation's Capital |
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594 | (9) |
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Phased Approach to Stormwater Tunnel Rehabilitation |
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603 | (12) |
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Session 5: Alternative Delivery and Contracting Strategies |
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615 | (30) |
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The Owner's Manual on Contracting Strategies for Large Projects |
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616 | (8) |
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Getting the Right Contract Package |
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624 | (7) |
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Alternative Contracting Methods---An Update |
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631 | (9) |
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Geotechnical Baseline Reports for Construction---Second Edition |
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640 | (5) |
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Session 1: NATM/SEM Tunneling |
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645 | (24) |
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Mining Cross Passages Using NATM/SEM on the Los Angeles Metro Eastside Extension Tunnels |
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646 | (13) |
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Stanford LCLS Project---Detailed Construction Design for the Intersection Between Access Tunnel and FEH Cavern |
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659 | (10) |
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Session 2: Soft Ground/Pressurized Face Tunneling |
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669 | (70) |
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L-73 Tunnel, Woodbury, Minnesota |
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670 | (7) |
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Battery Park Truck Sewer Emergency Tunnel Project |
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677 | (10) |
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687 | (7) |
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Tunneling-Pipe Jacking of Large Diameter Pipes in O'Hare International Airport |
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694 | (9) |
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Design and Construction of EPB Tunnels Within an Artesian Groundwater Aquifer---Addressing Environmental Issues |
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703 | (7) |
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Completion and Commissioning of the SMART Dual-Purpose Tunnel |
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710 | (9) |
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Design and Construction of the DLR Extension to Woolwich Arsenal, London, UK |
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719 | (10) |
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Railroad Crossing by Microtunneling: MTBM Successfully Mines Side-by-Side Twin Tunnels Six Feet Below Railroad---West Elizabeth Avenue Storm Drainage Project, Linden, New Jersey |
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729 | (10) |
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Session 3: Rock Tunneling |
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739 | (66) |
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San Vicente to 2nd Aqueduct Pipeline---Tunnel: Drill and Blast in Advance of an Open-Face Digger Shield |
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740 | (9) |
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Pre-Excavation Drilling and Grouting for Water Control and Ground Improvement in Highly Variable Ground Conditions at the Arrowhead Tunnels Project |
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749 | (17) |
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Design and Construction of the Bored, Two-Pass Niagara Water Diversion Tunnel |
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766 | (16) |
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The Construction of the Manhattan Water Tunnel, New York City |
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782 | (12) |
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Tunnelling Under Glaciers---Construction Update: Galore Creek Mine Access Tunnel, British Columbia, Canada |
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794 | (6) |
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Final Tunnel Liner at Mill Creek 3 Project---Case Study |
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800 | (5) |
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Session 4: Shafts and Portals |
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805 | (30) |
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Shaft Sinking at the Seymour---Capilano Filtration Plant |
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806 | (6) |
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Mitigating Tunnel Launch and Reception Challenges |
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812 | (12) |
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Design and Construction of the Fields Point Tunnel Pump Station for the Narragansett Bay Commission CSO Abatement Program, Providence, Rhode Island |
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824 | (11) |
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Session 5: Tunnel Rehabilitation and Repair |
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835 | (38) |
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Condition Assessment and Rehabilitation of Tunnels: Case Histories from California's Water Tunnels |
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836 | (9) |
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Heartland Corridor Tunnels |
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845 | (8) |
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Raw Water Tunnel Condition Assessment |
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853 | (8) |
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Case Histories of Rehabilitation of French Railway Tunnels |
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861 | (12) |
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| Index |
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873 | |
