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Working frozen ground in Arctic
Proceedure of building 83 ft high earth fill dam 40 mi from Arctic Circle on ground which is solid permafrost from 2 ft below surface; constant torrential rain of water at 52 F was maintained through network of pipes thus washing and melting off soil at 4 to 6 in. per 24 hr; foundation was frozen by refrigerant circulating in gridiron of 2 in. pipe; dam was built by hydraulic fill methods.
Working frozen ground in Arctic
Proceedure of building 83 ft high earth fill dam 40 mi from Arctic Circle on ground which is solid permafrost from 2 ft below surface; constant torrential rain of water at 52 F was maintained through network of pipes thus washing and melting off soil at 4 to 6 in. per 24 hr; foundation was frozen by refrigerant circulating in gridiron of 2 in. pipe; dam was built by hydraulic fill methods.
Working frozen ground in Arctic
Construction Methods
Construction Methods ; 30
1948
4 pages
Article (Journal)
English
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