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Design of Sorel stadium with special reference to its foundation
Report on bearing capacity tests for pile foundationed stadium in Sorel, Que; superstructure embodies six steel arch ribs of 3-hinged construction in order to accommodate some foundation movement; ribs have span of 130 ft and are spaced at 38 ft centers; ribs, seating, and walls rest on group of caisson piles of 20 ft length in fine silty sand with clayey silt varves and high ground water table.
Design of Sorel stadium with special reference to its foundation
Report on bearing capacity tests for pile foundationed stadium in Sorel, Que; superstructure embodies six steel arch ribs of 3-hinged construction in order to accommodate some foundation movement; ribs have span of 130 ft and are spaced at 38 ft centers; ribs, seating, and walls rest on group of caisson piles of 20 ft length in fine silty sand with clayey silt varves and high ground water table.
Design of Sorel stadium with special reference to its foundation
Eng J
Meyerhof, G.G. (author) / Fraikin, L.A. (author)
Engineering Journal ; 40
1957
5 pages
Article (Journal)
English
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