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Constructing skip pit in frozen ground
Construction of new blast furnace in Millom, England, between existing stoves and ducts with deep skip pit for tracks 36 ft below ground level; soil conditions and groundwater level suggested to do this work within inverted vault of frozen ground; freezing tubes were set out on rectangular grid; description of concreting; problems caused by temperature of concrete frost heave; no settlements, cracking, or leakages were observed. (See also - n 638 Sept 1959 p 1016-18)
Constructing skip pit in frozen ground
Construction of new blast furnace in Millom, England, between existing stoves and ducts with deep skip pit for tracks 36 ft below ground level; soil conditions and groundwater level suggested to do this work within inverted vault of frozen ground; freezing tubes were set out on rectangular grid; description of concreting; problems caused by temperature of concrete frost heave; no settlements, cracking, or leakages were observed. (See also - n 638 Sept 1959 p 1016-18)
Constructing skip pit in frozen ground
Civ Eng (Lond)
1959
3 pages
Article (Journal)
English
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