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Design and construction of dams in areas where ground is permanently frozen; effect of storage reservoir and earth fill on permafrost; requirements to be fulfilled by dam on permafrost; means by which low temperatures within dam body can be insured; spillway problem in connection with permafrost in case of timber, earthfill, low head reservoirs and high head earthfill dams; subsidence under water storage dam can be reduced by consolidating ground previous to construction or by maintenance of permanently frozen state; data on construction methods applicable to various types of dams. (See also - n 5 May 1948 p 22-3, 32, n 6 June p 33-4)
Design and construction of dams in areas where ground is permanently frozen; effect of storage reservoir and earth fill on permafrost; requirements to be fulfilled by dam on permafrost; means by which low temperatures within dam body can be insured; spillway problem in connection with permafrost in case of timber, earthfill, low head reservoirs and high head earthfill dams; subsidence under water storage dam can be reduced by consolidating ground previous to construction or by maintenance of permanently frozen state; data on construction methods applicable to various types of dams. (See also - n 5 May 1948 p 22-3, 32, n 6 June p 33-4)
Dams in permafrost
Pub Works
Lewin, J.D. (author)
Public Works ; 79
1948
2 pages
Bibliography
Article (Journal)
English
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