Conference Proceedings
13th Australian Tunnelling Conference
Conference Proceedings
13th Australian Tunnelling Conference
Aspects of the Design and Construction of the Chong Ming Tunnel Shanghai
The Chang Jiang Tunnel and Bridge Project, when completed, will provide a fixed link between Shanghai's rapidly developing Pudong District and Chong Ming Island, situated in the Yangtze River delta. The link includes 7.5 km of bored tunnel from the Pudong to the intermediate Changxing Island from where the link comprises viaduct and a cable stayed bridge._x000D_
The bored section comprises twin 13.7 m internal diameter segmentally lined three-lane highway tunnels. At its deepest point the tunnel will be 55 m below the river. Cross passages will link the two bores for passenger evacuation._x000D_
Tunnel boring commenced in October 2006 and is scheduled for completion in mid-2009._x000D_
The paper describes the key features of the design and construction of the bored tunnel by two 14.53 m diameter slurry TBMs and eight cross passages using ground freezing techniques in alluvial sediments._x000D_
A decision to include light rail below the road deck was taken after the completion of the detailed design. This posed a number of design challenges including passenger evacuation to the road deck, and the redesign of the low point sumps. The various options considered are discussed together with those adopted for construction.
The bored section comprises twin 13.7 m internal diameter segmentally lined three-lane highway tunnels. At its deepest point the tunnel will be 55 m below the river. Cross passages will link the two bores for passenger evacuation._x000D_
Tunnel boring commenced in October 2006 and is scheduled for completion in mid-2009._x000D_
The paper describes the key features of the design and construction of the bored tunnel by two 14.53 m diameter slurry TBMs and eight cross passages using ground freezing techniques in alluvial sediments._x000D_
A decision to include light rail below the road deck was taken after the completion of the detailed design. This posed a number of design challenges including passenger evacuation to the road deck, and the redesign of the low point sumps. The various options considered are discussed together with those adopted for construction.
Contributor(s):
F Ng, R Frew, E Wong, G Ferguson
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- Published: 2008
- PDF Size: 1.417 Mb.
- Unique ID: P200803035