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Footing for 675 vibrating tons of machinery was built as independent floating box foundation 38 × 140 ft in plan and 12 ft deep; data on subgrade tests and excavation; bottom and side walls of foundation box are of reinforced concrete; walls and middle concrete piers support floor beams which carry wooden floor; no settlement after five mo service has occurred.
Footing for 675 vibrating tons of machinery was built as independent floating box foundation 38 × 140 ft in plan and 12 ft deep; data on subgrade tests and excavation; bottom and side walls of foundation box are of reinforced concrete; walls and middle concrete piers support floor beams which carry wooden floor; no settlement after five mo service has occurred.
Floating foundation built indoors
Eng News-Rec
Throop, H.G. (author)
Engineering News-Record ; 142
1949
2 pages
Article (Journal)
English
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