Design Analyses for a Large-Span Tunnel in Weak Rock Subject to Strong Seismic Shaking
Abstract
The proposed Caldecott fourth bore will consist of a two lane highway tunnel along California State Route 24 near the City of Oakland. The proposed design and construction sequence for the 15-mdiameter tunnel are based on the New Austrian Tunneling Method (NATM). The initial support system incorporates combinations of shotcrete, rock dowels, lattice girders, spiles, and grouted steel pipe canopies. The final lining is cast-in-place reinforced concrete. A waterproofing membrane and drainage system are placed between the initial and final linings. State Route 24 is a lifeline route, required to be open to emergency vehicles within 72 hours after a major earthquake, defined as having a return period of 1,500 years and a peak ground acceleration of 1.2 g. Although the seismic design criteria are stringent, the design of the tunnel lining system is ultimately controlled by static ground loads in the weak rock along the alignment.
2008
North American Tunneling Conference (NAT) Conference Proceedings
Bhaskar B. Thapa
Jacobs Associates
T. Marcher
ILF Consulting Engineers
Michael T. McRae
Jacobs Associates
H.J. Sander
ILF Consulting Engineers