ISTANBUL STRAIT IMMERSED TUNNEL Considerations and ...
Transcript of ISTANBUL STRAIT IMMERSED TUNNEL Considerations and ...
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ISTANBUL STRAITIMMERSED TUNNEL
Considerations and Strategiesbehind
Design & Construction Requirements
ISTANBUL STRAITIMMERSED TUNNEL
Considerations and Strategiesbehind
Design & Construction Requirements
Bosphorus Rail TunnelIstanbul, Turkey
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Christian IngerslevSenior Engineering Manager
Parsons BrinckerhoffNY, USA
Christian IngerslevSenior Engineering Manager
Parsons BrinckerhoffNY, USA
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Prime DirectivesPrime Directives
• Design-build project• Performance based• Fit for purpose• Standards & Codes of Practice
• Turkish• USA, British, EuroCode, Japanese
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Depth IssuesDepth Issues• Deepest immersed tunnel, 58 m deep
• BART in San Francisco is 40 m deep
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Depth Issues - Limit LeakageDepth Issues - Limit Leakage
• Construction Care• Watertight design: ignore waterpr’fing• Mandatory waterproofing membrane• Leakage below membranes
• Use of anchoring ribs in concrete• Compartmentalize surface (10 m² max)
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Tunnel TypeTunnel Type
Fort McHenry Tunnel, USA,Steel Double Shell
Bay Area Rapid Transit (BART), USA,Steel Single Shell
Naha Port & Kobe Port, JapanSteel Sandwich Type
Airport Rail Tunnel, HK,Concrete
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Currents in StraitCurrents in Strait
• Currents• Surface south• Deep north• Turbulent layer
• Simulation model• Calibration
• Tunnel placing risks• Model test• Temporary access
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Seismic Issues – Fault NearbySeismic Issues – Fault Nearby
Detail
• North Anatolian Fault• 7.5 Richter in 35 yrs• Tsunami
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Seismic Issues – ApproachSeismic Issues – Approach
• DBE = FEE = SEE for this project• Facility to remain operational• Bedrock ground-motion time history• Req’d detailed analysis methodology• More boreholes
© Steen Lykke
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Seismic Issues – TreatmentSeismic Issues – Treatment
• Site response analysis• Liquefaction analysis
• Shaking loads• Hydrodynamic loads
• Ground improvement• Post-earthquake loads & deformation• Fill type
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Seismic Issues – SafetySeismic Issues – Safety
• Longitudinal analysis• Transverse racking analysis• Ductility in the overload range• Seismic
joints• Floodgates
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Geotechnical DataGeotechnical Data
Immersed Tunnel now Terminates at Rock Faces
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Geotechnical ChallengesGeotechnical Challenges
• Contractor to decide:• Immersed length • TBM to immersed connection
• Required excavation/fill analyses defined
• Long-term and post-seismic analyses• Estimate installation level• Internal space checks
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Cross-SectionCross-Section
• 1985 BART-type concept
• 2002 Client concept for bid
• 2004 Contractor’s Design
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Current TGN DesignCurrent TGN Design
• Construction method partially afloat • Reinforced concrete except collars• Steel plate on sides & base• Ease of construction
Figure after that in
the Basic Design by Taisei-Gama-Nurol JV
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Unusual Features – Terminal JointsUnusual Features – Terminal Joints• Terminal joints in deep water• Bored tunnels to enter immersed tunnel
Skinplate of TBM
Flexible joint
Segmental lining
Immersed tunnel Sleeve pipe
Reinforced concrete section
Figure from the Basic Design by Taisei-Gama-Nurol JV
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Unusual Features – Terminal JointsUnusual Features – Terminal Joints• Bored tunnels to enter immersed tunnel• Only done once before, in HK
MTRC Contract 103, HK
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Construction SequenceConstruction Sequence
• Lay tunnel from Asian side• Temporary access shaft by Leander’s
tower• Backfill for end zones to be watertight• Bore directly out of rock into end of
immersed tunnel.
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Fire Resistance - SafetyFire Resistance - Safety
• Provide fire insulation over ceiling & walls
• No spalling of concrete beneath insulation
• Concrete & reinforcement temperatures limited.
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Fire ProtectionFire Protection
• Freight as well as passengers • Two-hour 100 MW fire rating for the
Rijkswaterstaat hydrocarbon curve • Four hour rating for the harmonized
curve.
0; 30
3; 890
5; 114010; 120030; 1300 60; 1350 90; 1300
120; 1200
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400600800
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12001400
0 20 40 60 80 100 120 140 160 180 200 220 240
Time (min)
Tem
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°C
Rijkswaterstaat hydrocarbon Harmonized hydrocarbon
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Other ChallengesOther Challenges
• Seabed level to remain unchanged• Excavating & backfilling in current
• Great depth• How to control location of operations
• Fish migration may limit operations• Environmental issues• Control of international waterway
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Notice to Mariners – Phase 4Notice to Mariners – Phase 4
http://www.shodb.gov.tr/ilanlar/marmaray_ing.htm
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Safeguarding the EnvironmentSafeguarding the Environment