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TUNNEL ENGINEERING

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stressed together longitudinally for ease of transportation<br />

and placing. After placing and release of<br />

the segments, each may act as a mini-element free<br />

to move at the segment joints. The ability to use<br />

discrete segments can depend upon subsurface<br />

conditions, acceptable displacements, and sufficient<br />

capacity to resist seismic effects.<br />

Most tunnel elements are cast in bays, similar to<br />

segments, but continuous across the joints. Typically<br />

the floor slab is cast first. The walls and roof<br />

may be cast in either one or two operations. Special<br />

efforts must be made to reduce or preferably<br />

eliminate cracking in the concrete during fabrication.<br />

Testing and repair of leaks should be<br />

completed before submerging elements.<br />

(L.C.F. Ingerslev, “Concrete Immersed Tunnels:<br />

The Design Process,” Immersed Tunnel Techniques,<br />

The Institution of Civil Engineers, Telford, UK, 1989.)<br />

Steel Single-Shell Tunnels n Of the eight<br />

single-shell tunnels with some external curvature,<br />

<strong>TUNNEL</strong> <strong>ENGINEERING</strong><br />

Fig. 20.24 Western Harbour Crossing, Hong kong.<br />

Tunnel Engineering n 20.47<br />

three are for rail in Tokyo, Japan, and three are for<br />

rail in the US including the unique two over two<br />

configuration of the 63 rd Street Tunnel in Manhattan.<br />

The Baytown tunnel in Texas was circular with<br />

two lanes for highway, and the Cross Harbour<br />

Tunnel in Hong Kong is similar but binocular to<br />

give two lanes in each direction. The Detroit River<br />

tunnel (1910) and the Harlem River tunnel (1914)<br />

may not quite fit into this category, being the first<br />

two immersed transportation tunnels ever built,<br />

but do have similarities to single-shell tunnels and<br />

carry rail.<br />

Figure 20.25 shows the cross-section of the San<br />

Francisco Bay Area Rapid Transit (BART) trans-bay<br />

tube with one track in each direction, separated by<br />

an exhaust air duct and a service passage. The 57<br />

elements have a total length of about 19,000 ft. The<br />

steel shell is welded to make it continuous across<br />

the joints, as is the reinforced concrete lining, to<br />

provide security against major earthquake loading.<br />

At the landfall junctions with the ventilation<br />

Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)<br />

Copyright © 2004 The McGraw-Hill Companies. All rights reserved.<br />

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