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Design of cut-and-cover tunnel in seismically-active urban area: Presidio Parkway Replacement Project

 Design of cut-and-cover tunnel in seismically-active urban area: Presidio Parkway Replacement Project
Author(s): ,
Presented at 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, published in , pp. 162-171
DOI: 10.2749/222137912805110330
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Positioned alongside the north shoreline of San Francisco, the Battery Tunnel is one of the structures of Presidio Parkway which will connect the city streets through Presidio of San Francisco Nati...
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Bibliographic Details

Author(s):

Medium: conference paper
Language(s): English
Conference: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Published in:
Page(s): 162-171 Total no. of pages: 10
Page(s): 162-171
Total no. of pages: 10
DOI: 10.2749/222137912805110330
Abstract:

Positioned alongside the north shoreline of San Francisco, the Battery Tunnel is one of the structures of Presidio Parkway which will connect the city streets through Presidio of San Francisco National Park to the iconic Golden Gate Bridge. The site is seismically active area and surrounded by the National Cemetery and historic battery structures. The design team came up with unique geometry to accommodate geometric constraints and numerous utilities. The soldier piles were selected as the temporary shoring system during construction to protect the marsh lands from interruption of ground water. As a “recovery route” designated by the California Department of

Transportation, accurate evaluation of seismic performance of the tunnel was warranted. To that end, nonlinear soil-structure interaction analysis as well as linear analysis was performed. The analyses not only confirmed that the structural design of the tunnel satisfies seismic design criteria for both temporary and permanent condition, but also showed the differences between linear and nonlinear analysis.

Keywords:
seismic design non-linear finite element analysis cut-and-cover tunnel geometric constraints soil-structure interaction analysis

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