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Track rearrangement in railway tunnel in Montreal, was made difficult by maze of underground facilities, and by fact that work had to be performed under street between 2 buildings; aspects which necessitated freezing of water bearing soil for stabilization; freezing plant consisted of 2 electrically driven compressors circulating freon 12 gas through heat exchanger; diagram of freezing pipe system; its inner heat was sufficient to prevent freezing of concrete.
Track rearrangement in railway tunnel in Montreal, was made difficult by maze of underground facilities, and by fact that work had to be performed under street between 2 buildings; aspects which necessitated freezing of water bearing soil for stabilization; freezing plant consisted of 2 electrically driven compressors circulating freon 12 gas through heat exchanger; diagram of freezing pipe system; its inner heat was sufficient to prevent freezing of concrete.
Soil freezing to reconstruct railway tunnel
ASCE -- Proc (J Construction Div)
Low, G.J. (author)
1960
12 pages
Article (Journal)
English
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