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Pile-driving and concreting methods on a large substructure contract
Describes driving of large number of wooden foundation piles for building for new telephone cable and switchboard manufacturing works of Western Elec. Co. now in process of construction on 60-acre site between Newark and New York; piles will be carried down average depth of about 35 ft. below low-tide level and covered with concrete footings; advantages of this type of foundation; total number of piles required will be about 200,000; work now under construction requires about 40,000; driving was accomplished as much as possible by floating equipment. (See also - no. 3161 Aug. 13 1926 p 187-190)
Pile-driving and concreting methods on a large substructure contract
Describes driving of large number of wooden foundation piles for building for new telephone cable and switchboard manufacturing works of Western Elec. Co. now in process of construction on 60-acre site between Newark and New York; piles will be carried down average depth of about 35 ft. below low-tide level and covered with concrete footings; advantages of this type of foundation; total number of piles required will be about 200,000; work now under construction requires about 40,000; driving was accomplished as much as possible by floating equipment. (See also - no. 3161 Aug. 13 1926 p 187-190)
Pile-driving and concreting methods on a large substructure contract
Engineering
Skinner, F.W. (author)
Engineering ; 122
1926
2 pages
11 Figs.
Article (Journal)
English
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Winter concreting methods applied on contract of moderate size
Engineering Index Backfile | 1930
|Engineering Index Backfile | 1945
Engineering Index Backfile | 1945
Engineering Index Backfile | 1930
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