A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
Concrete ; 56
1948
3 pages
Article (Journal)
English
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| Engineering Index Backfile | 1894
| ASCE | 2021
Engineering Index Backfile | 1894
| Engineering Index Backfile | 1894
Selecting and driving concrete piles
| Engineering Index Backfile | 1934