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External "shell" stops soil movement and saves tunnel
Tunnel distortion caused by shifting soils posed threat to Southern Pacific rail traffic along San Francisco Peninsula; to solve problem, supplementary structure was designed to form protective "shell" around tunnel which could be installed externally without interruption to Southern Pacific rail service; "shell" consists of two rows of wide-flange steel piles, one row on either side of tunnel; they are tied together above tunnel by other wide flange members. (26544)
External "shell" stops soil movement and saves tunnel
Tunnel distortion caused by shifting soils posed threat to Southern Pacific rail traffic along San Francisco Peninsula; to solve problem, supplementary structure was designed to form protective "shell" around tunnel which could be installed externally without interruption to Southern Pacific rail service; "shell" consists of two rows of wide-flange steel piles, one row on either side of tunnel; they are tied together above tunnel by other wide flange members. (26544)
External "shell" stops soil movement and saves tunnel
Civ Eng (NY)
Nicoletti, J.P. (author) / Keith, J.M. (author)
1969
4 pages
Article (Journal)
English
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