$1 BILLION SUBWAY BORES 9.7 MILES BENEATH BUSTLING CITY
The method described permitted the bulk of excavation to be completed quickly so tunneling from the site could begin before the station walls were in place. A hydraulic shield was used to drive the tunnels 2300 ft to the next station. Hard granite in other tube sections, however, required blasting. The line generally lies at a depth of 82 to 115 ft and along a maximum 3% grade.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08919526
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Corporate Authors:
McGraw-Hill, Incorporated
330 West 42nd Street
New York, NY United States 10036 - Publication Date: 1976-12-23
Media Info
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Serial:
- Engineering News-Record
- Volume: 197
- Issue Number: 26
- Publisher: McGraw-Hill, Incorporated
- ISSN: 0891-9526
Subject/Index Terms
- TRT Terms: Construction; Excavation; Excavations; Geological events; Subway stations; Subways; Tunneling; Tunneling machines
- Geographic Terms: Japan
- Old TRIS Terms: Excavation technology; Geological conditions; Subway construction; Tunnel excavation; Tunnels and tunneling
- Subject Areas: Bridges and other structures; Construction; Geotechnology; Railroads;
Filing Info
- Accession Number: 00152598
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: May 31 1977 12:00AM