Lake Merced Tunnel Lining: Two-Pass in Shaky Ground

Society for Mining, Metallurgy & Exploration
Lee W. Abramson Mee Shing Owyang
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
18
File Size:
657 KB
Publication Date:
Jan 1, 1993

Abstract

The Lake Merced Transport tunnel is 18 feet in diameter and 1.6 miles long constructed within dune sands, beach sands, and the Colma Sand Formation. It runs beneath highway right-of-way from an existing pump station near the shore of Lake Merced to a point near the Pacific Ocean, where it will connect with the existing transport/storage tunnel. The final tunnel lining was originally designed as a cast-in-place concrete lining to be constructed within steel ribs and wooden lagging initial support. The contractor opted to use a precast concrete segmental initial lining thus requiring a redesign of the final lining. The redesigned lining incorporates composite action from the initial lining thereby eliminating the need for outer steel reinforcement. A computer model was used for analyses which included operating conditions, ground and construction loads, and possible effects of liquefaction and earthquakes.
Citation

APA: Lee W. Abramson Mee Shing Owyang  (1993)  Lake Merced Tunnel Lining: Two-Pass in Shaky Ground

MLA: Lee W. Abramson Mee Shing Owyang Lake Merced Tunnel Lining: Two-Pass in Shaky Ground. Society for Mining, Metallurgy & Exploration, 1993.

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