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Problem at construction of center pier of bridge was caused by 13 ft of water at low water, river bed consisting of soft silty clay about 45 ft deep, and layer of sand overlying bedrock; description of cofferdam construction on pile foundations; new type of template for pile driving; tremie concrete sealer mat used in bottom of cofferdam.
Problem at construction of center pier of bridge was caused by 13 ft of water at low water, river bed consisting of soft silty clay about 45 ft deep, and layer of sand overlying bedrock; description of cofferdam construction on pile foundations; new type of template for pile driving; tremie concrete sealer mat used in bottom of cofferdam.
Cofferdam at mile 6 Quebec Cartier Mining Railroad, Port Cartier, Quebec
Eng J
Zorzi, J. (author)
Engineering Journal ; 43
1960
2 pages
Article (Journal)
English
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