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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 Surveyor, vol. 73, no. 1884, Mar. 2, 1928, p. 285, Eng.; and Contracting, vol. 67, no. 5, May 1928, p. 272; and Water Works, vol. 67, no. 5, May 1928, p. 186)
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 Surveyor, vol. 73, no. 1884, Mar. 2, 1928, p. 285, Eng.; and Contracting, vol. 67, no. 5, May 1928, p. 272; and Water Works, vol. 67, no. 5, May 1928, p. 186)
Reinforced-concrete piles in gravel fill at Vancouver
Engineering
Wynne-Edwards, B.C.R.M. (Autor:in)
Engineering ; 125
1928
Aufsatz (Zeitschrift)
Englisch
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Reinforced-concrete piles in gravel fill at Vancouver
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