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Reinforced-concrete piles in gravel fill at Vancouver
Piles are arranged in transverse bents spaced at 10-ft. centers, every other bent carrying timber columns which support roof; concreting plant employed was mounted on 40-ft. flat railway car, moving on standard-gage tracks; piles were cast horizontally. (see also Engineering, vol. 125, no. 3240, Feb. 17, 1928, p. 202; Surveyor, vol. 73, no. 1884, Mar. 2, 1928, p. 285, Eng. and Contracting, vol. 67, no. 5, May 1928, p. 272)
Reinforced-concrete piles in gravel fill at Vancouver
Piles are arranged in transverse bents spaced at 10-ft. centers, every other bent carrying timber columns which support roof; concreting plant employed was mounted on 40-ft. flat railway car, moving on standard-gage tracks; piles were cast horizontally. (see also Engineering, vol. 125, no. 3240, Feb. 17, 1928, p. 202; Surveyor, vol. 73, no. 1884, Mar. 2, 1928, p. 285, Eng. and Contracting, vol. 67, no. 5, May 1928, p. 272)
Reinforced-concrete piles in gravel fill at Vancouver
Water Works
Wynne-Edwards, B.C.R.M. (author)
1928
Article (Journal)
English
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Reinforced-concrete piles in gravel fill at Vancouver
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