Railway Bosphorus Tube Crossing Tunnels and Stations (Marmaray) · 2019-10-28 · Railway Bosphorus...

Preview:

Citation preview

Optional legal copy goes here OR www.business.com

Railway Bosphorus Tube CrossingTunnels and Stations(Marmaray)

Contract BC1

2Business

Black Sea

Marmara Sea

Asian Side

Bosphorus Strait

Bosphorus

•European Side

3Business

1st Bridge

2nd Bridge

Railway Bosphorus Tube Crossing, Tunnels and Stations

Project Location

4Business

Longitudinal Section

5Business

Particular Design Conditions

Design Basis Earthquake : Mw = 7.5

Countermeasure to Liquefaction

Huge Water Pressure : Max. 60m

Rapid Current

Upper Layer (N to S) : Max. 5 knots

(2.5m/sec)

Bottom Layer (S to N) : 1 ~ 1.5 knots

Fire Resistance : 100 Mw Fire

Train with Petrol Fire

6Business

IMMERSE TUNNELConstruction Vehicle

StructureGaugeEscape

Way

Squeeze

Way

7Business

IMMERSE TUNNELConstruction

8Business

Bird View Istanbul Strait Crossing

9Business

Immersion Procedure

Access shaft

Placing Barge

Tunnel Element

TBMTunnel Boring Machine

Asian Side

European Side

10Business

Tunnel Cross and Longitudinal Section

E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11

(m)0

-50-60

-10-20-30-40

Armor Protection

Seismic Joint

Sea Bed

ヨーロッパ側アジア側

Seismic Joint

Immerse Tube (1387m)

Tunnel Armor ProtectionArmor Protection Anchor Release Band

Selected Locking FillFoundation

General Backfill

11Business

1000 6350 6350 1000600

VehicleStructure

GaugeEscape

Way

Squeeze

Way

Typical Cross Section of Immersed Tunnel Element

12Business

60

4137 37 36 33 32 32 31 31 30

0

10

20

30

40

50

60

70

Bos

phor

usB

AR

TH

ampt

on ro

ads

2nd

Ham

pton

R

oads

Inte

rsta

teB

ayto

wn

Bal

timor

e C

hann

elPa

rana

Fort

McH

enry

Thim

ble

Shoa

l C

hann

elTa

ma

Tunn

el

Dep

th o

f Tub

e B

otto

m (m

)

Comparison Major Tube in the World

13Business

Tuzla Dry Dock TUBE Fabrication

14Business

Immersion Procedure

Marmara Sea Side Black Sea Side

Before Immersion (Anchoring Completion)

15Business

Slurry Type TBM TUNNEL Construction

16Business

European Side Asian Side

Yenikapi UskudarSirkeci

Bosphorus StraitKazlicesme

Airilikcesme

TBM Slurry

TBM Slurry

TBM EPB

TBM Excavation Route

2170m 3343m 4620m

Immerse Tunnel

Yedikule

17Business

TBM(Slurry Type) φ=7,640mm、L=11,000mm

18Business

Tunnel Inside (Asian Side – Sept.07)

19Business

Tunnel Inside (Asian Side – Uskudar Station Breakthrough – July 09)

20Business

NATM TUNNEL Construction

21Business

NATM Works Location

Emergency CROSS PASSAGE(44 Places 200m Interval)

SIRKECI Deep Station

Track CROSS OVER

Drain Pit

USKUDARStation

Track CROSS OVER

22Business

Uskudar Cross Over Tunnel Model

23Business

Uskudar Cross Over Tunnel Excavation

24Business

Lining Concrete

25Business

Bird View around Sirkeci Station

West Ventilation Shaft

East Ventilation Shaft

North Entrance

South Entrance

26Business

Sirkeci Station NATM Works

27Business

Bird View of Uskudar Station Area

Uskudar Sta.

Immersed Tunnel

28Business

Station Excavation

29Business

U/W Concerns

Project of almost prototypical nature – deepest ever submerged

“atypical” connection sea-land tunnels

Strong bi-directional current in the Bosphorus straight

Heavy ship traffic with “reckless” ship owners at times

Due to deep tunnels high water pressure and hence water tightness issues

An overseas contractor moving in unknown cultural environment

Land tunneling under densely built up (historic) areas

Recommended