Chapter
Apr 26, 2012
Beacon Hill Station Shotcrete Application
Authors: J. Laubbichler [email protected], S. Redmond [email protected], and Z. Varley [email protected]Author Affiliations
Publication: Shotcrete for Underground Support X
Abstract
The Beacon Hill Tunnel Station is currently under construction as part of the Sound Transit Central Link Light Rail Line in Seattle, Washington. With an excavated depth roughly 49 m (160 ft) below ground, the station is the deepest to be constructed in soft ground in North America. Station excavation is being completed using the Sequential Excavation Method (SEM) with shotcrete used for both the initial excavation support lining and for portions of the final structural lining. This paper presents the general design basis used for construction contract bidding and provides a review of the current excavation status with specific emphasis on lessons learned from field application of both dry-mix Steel Fiber Reinforced Shotcrete. (SFRS) and conventional wet-mix shotcrete used for initial excavation support of the tunnel.
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Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Concrete
- Construction (by type)
- Construction engineering
- Construction methods
- Engineering materials (by type)
- Excavation
- Geomechanics
- Geotechnical engineering
- Infrastructure
- Linings
- Materials engineering
- Rail transportation
- Railroad stations
- Shotcrete
- Soft soils
- Soil mechanics
- Soils (by type)
- Steel construction
- Terminal facilities
- Transportation engineering
- Transportation management
- Tunnels
Authors
Affiliations
Senior Tunnel Engineer, Dr. G. Sauer Corp, 560 Herndon Pkwy, Suite 310, Herndon, VA 20170-5240. E-mail: [email protected]
Underground Tunnel Manager, Obayashi Corp, 2742 6th Place South, Seattle, WA 98134. E-mail: [email protected]
Construction Engineer, Parsons Brinckerhoff, c/o Sound Transit, 401 S. Jackson, Seattle, WA 98104. E-mail: [email protected]
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