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Difficult steel-cvlinder-pile foundation construction
Experience in constructing foundation for new U. S. Government Assay Office in New York City; difficulty in driving steel-cylinder piles and in seating them on irregular rock; from 25 to 45 per cent of 3/8 and 1/2-in. shell, 12-in. piles failed in driving; increasing shell thickness to 3/4 and 7/8 in. reduced failures; at one place, piles were abandoned and timbered open pit was sunk.
Difficult steel-cvlinder-pile foundation construction
Experience in constructing foundation for new U. S. Government Assay Office in New York City; difficulty in driving steel-cylinder piles and in seating them on irregular rock; from 25 to 45 per cent of 3/8 and 1/2-in. shell, 12-in. piles failed in driving; increasing shell thickness to 3/4 and 7/8 in. reduced failures; at one place, piles were abandoned and timbered open pit was sunk.
Difficult steel-cvlinder-pile foundation construction
Eng. News-Rec
Melick, N.A. (author)
Engineering News-Record ; 107
1931
3 pages
6 Figs.
Article (Journal)
English
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