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Due to lack of steel shells for encasing concrete of three-channel box sewer in Philadelphia, precast reinforced concrete piles were driven; they were tapered, and reinforced with four or six 3/4 in. bars depending on whether piles were less or more than 15 ft; 2500 psi strength was usually reached in 5 days; pictorial data on handling and driving piles and on sewer construction.
Due to lack of steel shells for encasing concrete of three-channel box sewer in Philadelphia, precast reinforced concrete piles were driven; they were tapered, and reinforced with four or six 3/4 in. bars depending on whether piles were less or more than 15 ft; 2500 psi strength was usually reached in 5 days; pictorial data on handling and driving piles and on sewer construction.
Driving concrete piles on sewer job
Concrete
Gass, J.J. (Autor:in)
Concrete ; 56
1948
3 pages
Aufsatz (Zeitschrift)
Englisch
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