A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Use of ice in concrete mix to reduce maximum internal temperatures in mass concrete of bridge anchorages; effect of varying amounts of ice on initial concrete placing temperature; data on maximum achieved internal temperatures (150 and 110 F), and variation of temperature with time and ambient temperatures; effect of use of ice in bridge pavement concrete is discussed.
Use of ice in concrete mix to reduce maximum internal temperatures in mass concrete of bridge anchorages; effect of varying amounts of ice on initial concrete placing temperature; data on maximum achieved internal temperatures (150 and 110 F), and variation of temperature with time and ambient temperatures; effect of use of ice in bridge pavement concrete is discussed.
Concrete in Verrazano-narrows bridge
Nat Research Council -- Highway Research Board -- Research Rec
Gray, N. (author)
1967
9 pages
Article (Journal)
English
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